Loading...
HomeMy WebLinkAbout2731 3%4 N Grand Ave WCC01 - PlanCITY OF SANTA ANA Planning and Building Agency 0 M W o" U 0 w o: w U 0 g w x U x 3 W 0 w 0 rY> 0 o: 0 w to z a W m a 0 W a. z w U 0 0 Z 0 U Z Z 0 U rL 0 V) rn X Z W Z U Z 0 0 Z w F_ SITE PHOTO 44 PROJECT INFORMATION SITE NAME: 22 FWY GLASSELL 3B2 COUNTY: ORANGE ADDRESS: 2731 NORTH GRAND SANTA ANA, CA 92705 JURISDICTION: CITY OF SANTA ANA SITE: SICA001904 FA: 10087182 PTN #: 3551A1F84J IWM #: WSLOS0068668 LATITUDE: N 33' 46' 29.5' (33.7748611) LONGITUDE: W 117 51' 07.6' (-117.8521111) GROUND ELEVATION: 185' AMSL PARCEL ID: 390-171-11 CURRENT ZONING: GC- GENERAL COMMERCIAL TOWER OWNER: CROWN CASTLE 200 SPECTRUM CENTER DR, SUITE 1700 & 1800 IRVINE, CA 92618 CROWN CASTLE BU# 845404 PROPERTY OWNER: GVD COMMERCIAL PROPERTIES INC. 1915 A E KATELLA AVE, ORANGE, CA 92867 APPLICANT. AT&T 1452 EDINGER AVENUE, 3RD FLOOR TUSTIN, CA 92780 PROJECT CONSULTANTS PROJECT MANAGEMENT: AMENTUM SITE ACQUISITION: AMENTUM ARCHITECT: BC ARCHITECTS ENGINEERS, PLC CONSTRUCTION: AMENTUM DRAWING INDEX T-1 TILE SHEET SP-1 NOTES & SPECIFICATIONS AT&T A-0 SITE PLAN A-1 COMPOUND PLAN A-1.1 EXISTING & PROPOSED EQUIPMENT PLAN A-1.2 GROUND EQUIPMENT DETAIL PROJECT: 5G NR 1 SR A-2 EXISTING & PROPOSED SOUTH TOWER ELEVATION ANTENNA DOD ADD A-2.1 EXISTING &PROPOSED WEST TOWER ELEVATION A-3 EXISTING & PROPOSED ANTENNA PLAN A-4 EXISTING & PROPOSED ANTENNA SCHEDULE SITE �: SICA001904 A-5 TOWER EQUIPMENT DETAILS A-5.1 TOWER EQUIPMENT DETAILS E-1 GROUNDING NOTES FA: 10087182 P-1 PLUMBING DIAGRAM (ALPHA SECTOR) P-1.1 PLUMBING DIAGRAM (BETA SECTOR) PTN3551A1F84J P-1.2 PLUMBING DIAGRAM GAMMA SECTOR In WSLOS0068668 JURISDICTION.- CITY OF SANTA ANA SIZE NAME: 22 FWY GLASSELL 3132 ADDRESS: 2731 NORTH GRAND SANTA ANA, CA 92705 VICINITY MAP I LOCAL MAP )w ey — La Habra Brea Norwa k� 91) 0 Fullerton cewood Cerritos Anaheim i Garden Grove' eat Inshrr SITE Santa Ana Fountain Valle 1 99 Huntington Beach NOT TO SCALE Ncwpnrt Bcarh State Chino Hills OV 91 e Fwy Garden Grove � FW v T � lk 22 241 Inrk- Branch © ® Buccopeer Pizza Pizza SITE Z n &Suites � Q Bishop Village 3.1 * (205) 2-star hotel a Tra 24� Ca G M Lake Foreat R n oa pens FairhavenMaroStarbucks �, � irhaven Ave NORTH NOT TO SCALE RF MANAGER: MUHAMMAD UMAIR UH MU31980ATT.COM DRIVING DIRECTIONS DIRECTIONS FROM: 1452 EDINGER AVENUE 3RD FLOOR TUSTIN, CA 92780 SITE ACQUISITION MANAGER: AMENTUM REBECCA KAPONO 2600 MICHELSON DR #500 IRVINE, CA 92612 CIVIL MANAGER: AMENTUM MIKE PHIWPS •• •• • """ 2600 MICHELSON DR #500 IRVINE, CA 92612 A&E MANAGER: AMENTUM HAROLD NANK00 ' .,:€`:•:::'` 2600 MICHELSON DR #500 •:'':`:I'`.:.:::'€'.:: .:.' :'s:: s:::; IRVINE, CA 92612 THIS IS NOT AN ALL INCLUSIVE UST. CONTRACTOR SHALL UTILIZE SPECIFIED EQUIPMENT PART OR ENGINEER APPROVED EQUIVALENT. CONTRACTOR SHALL VERIFY ALL NEEDED EQUIPMENT TO PROVIDE A FUNCTIONAL SITE. THE PROJECT GENERALLY CONSISTS OF THE FOLLOWING: TOWER SOW: 1. REPLACE (3) MAST PIPE W/ 2-7/8' ON POS A3,B3,C2 2. INSTALL (3) AIR6419 B77G STACKED ABOVE THE (E) AIR6449 B77D ON POS A3,B3,C2 3. INSTALL (1) 606AWG DC TRUNK IN (N) 2' INNERDUCT TO THE (E) DC9 GROUND SOW, 1. REMOVE (5) 48/24V DC CONVERTERS FROM THE DC POWER PLANT 2. INSTALL (1) -58V RETROFIT KIT IN THE DC POWER PLANT 3. INSTALL (5) 48/58V DC CONVERTERS IN THE DC POWER PLANT 4. INSTALL (3) STRINGS OF 185AH BATTERY IN THE (E) BATTERY RACK CODE COMPLIANCE 0 Fai ' CALIFORNIA BUILDING CODE 2022, CBC 2022 AMENDED Ele ' CALIFORNIA ELECTRICAL CODE 2022, CEC 2022 AMENDED • CALIFORNIA MECHANICAL CODE 2022 CMC 2022 AMENDED Know what's below. Callbefore you dig. FOR MORE INFORMATION CONTACT THE STATE CORPORATION COMMISSION DIVISION OF UTILITY AND RAILROAD SAFETY SOUTHERN CALIFORNIA UTILITY PROTECTION SERVICE, INC. CALL BEFORE YOU DIG: 800-422-4133 REFERENCE MATERIALS • THESE DRAWINGS ARE BASED ON AT&T RFDS DATED 08 2024 • REVISED RFDS PENDING. CONTRACTOR TO USE LATEST VERSION WITH CD'S PER SCOPE OF WORK. SPECIAL NOTES • ALL WORK SHALL BE INSTALLED IN CONFORMANCE WITH CURRENT AT&T CONSTRUCTION INSTALLATION GUIDE. • EXISTING CONDITIONS WILL BE CHANGED & VERIFIED IN FIELD. IF SIGNIFICANT DEVIATIONS OR DETERIORATION ARE ENCOUNTERED AT THE TIME OF CONSTRUCTION, A REPAIR PERMIT WILL BE OBTAINED & CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY. • THESE DRAWINGS ARE FULL SIZE & SCALEABLE ON 11'X17' SHEET SIZE. • STATEMENT THAT COMPLIANCE WITH THE ENERGY CODE IS NOT REQUIRED. -SCOPE OF WORK DOES NOT INVOLVE MODIFICATIONS TO EXTERIOR ENVELOPE OF BUILDING, HVAC SYSTEMS OR ELECTRICAL LIGHTING. DO NOT SCALE DRAWINGS CONTRACTOR SHALL VERIFY ALL PLANS & EXISTING DIMENSIONS & CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ARCHITECT OR ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. Approved AT&T to LWI 1452 EDINGER AVENUE, 3RD FLOOR TUSTIN, CA 92780 amentuml 2 ASH STREET, ST 13000 CONSHOHOCKEN, PA 19428 a r c h it e c t s e n g i n e e r s 5661 COLUMBIA PIKE, SUITE 200 FALLS CHURCH, VA 22041-2868 TEL (703) 671-6000 FAX: (703) 671-6300 REVISIONS REV. DATE DESCRIPnON INRULLS A 01-23-25 ISSUED FOR REVIEW CG B 04-22-25 ISSUED FOR REVIEW SD 0 09-19-25 FINAL CD's SD NOT FOR CONSTRUCTION UNLESS LABELED AS FOR CONSTRUCTION QRpF ESS10&4 Q � rTt * C 90957 s� 919 •ZS �Q 9 CIV1� Q� �FOF CA���O LICENSE NUMBER: C90957 EXPIRATION DATE: MARCH 31, 2026 SICA001904 10087182 2731 NORTH GRAND SANTA ANA, CA 92705 SHEET TITLE TITLE SHEET SHEET NUMBER T-1 E CIT, OF SANTA ANA Planning and Building Agency GENERAL CONSTRUCTION 1. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY- CONTRACTOR/CM - JACOBS TELECOMMUNICATIONS SUB -CONTRACTOR - PER TRADE OWNER - AT&T WIRELESS 2. ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS AND AT&T PROJECT SPECIFICATIONS. 3. GENERAL CONTRACTOR SHALL VISIT THE SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING THE PROPOSED WORK AND SHALL MAKE PROVISIONS. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH ALL CONTRACT DOCUMENTS, FIELD CONDITIONS, DIMENSIONS, AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 4. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. GENERAL CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF WORK. 5. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES, AND APPLICABLE REGULATIONS. 6. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 7. PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY UNLESS OTHERWISE NOTED. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. SPACING BETWEEN EQUIPMENT IS THE MINIMUM REQUIRED CLEARANCE. THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMENSIONS, SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. DETAILS ARE INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF WORK AND PREPARED BY THE ENGINEER PRIOR TO PROCEEDING WITH WORK. 8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 9. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL BY THE ENGINEER PRIOR TO PROCEEDING. 10. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA, ADJACENT AREAS AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. WORK SHALL CONFIRM TO ALL OSHA REQUIREMENTS AND THE LOCAL JURISDICTION. 11. GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK ACTIVITIES WITH OTHER DISCIPLINES. 12. ERECTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT EXPERIENCED WORKMAN IN ACCORDANCE WITH APPLICABLE CODES AND THE BEST ACCEPTED PRACTICE. ALL MEMBERS SHALL BE LAID PLUMB AND TRUE AS INDICATED ON THE DRAWINGS. 13. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH UL LISTED MATERIALS APPROVED BY LOCAL JURISDICTION. CONTRACTOR SHALL KEEP AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DEBRIS. 14. WORK PREVIOUSLY COMPLETED IS REPRESENTED BY LIGHT SHADED LINES AND NOTES. THE SCOPE OF WORK FOR THIS PROJECT IS REPRESENTED BY DARK SHADED LINES AND NOTES. CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR OF ANY EXISTING CONDITIONS THAT DEVIATE FROM THE DRAWINGS PRIOR TO BEGINNING CONSTRUCTION. 15. CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION MANAGER 48 HOURS PRIOR TO COMMENCEMENT OF WORK. 16. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. 17. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. 18. GENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND CONTRACTORS TO THE SITE AND/OR BUILDING. 19. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE DURATION OF CONSTRUCTION UNTIL JOB COMPLETION. 20. THE GENERAL CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, ADDENDA, AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES. 21. THE GENERAL CONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING OF NOT LESS THAN 2-A OT 2-A.10-B:C AND SHALL BE WITHIN 25 FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF WHERE THE WORK IS BEING COMPLETED DURING CONSTRUCTION. 22. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY THE ENGINEER. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS SHALL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION, B) CONFINED SPACE, C) ELECTRICAL SAFETY, AND D) TRENCHING & EXCAVATION. 23. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED, CAPPED, PLUGGED OR OTHERWISE DISCONNECTED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, AS DIRECTED BY THE RESPONSIBLE ENGINEER, AND SUBJECT TO THE APPROVAL OF THE OWNER AND/OR LOCAL UTILITIES. 24. THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION. 25. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE FEDERAL AND LOCAL JURISDICTION FOR EROSION AND SEDIMENT CONTROL. 26. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUNDING. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. 27. THE SUBGRADE SHALL BE BROUGHT TO A SMOOTH UNIFORM GRADE AND COMPACTED TO 95 PERCENT STANDARD PROCTOR DENSITY UNDER PAVEMENT AND STRUCTURES AND 80 PERCENT STANDARD PROCTOR DENSITY IN OPEN SPACE. ALL TRENCHES IN PUBLIC RIGHT OF WAY SHALL BE BACKFILLED WITH FLOWABLE FILL OR OTHER MATERIAL PRE -APPROVED BY THE LOCAL JURISDICTION. 28. ALL NECESSARY RUBBISH, STUMPS, DEBRIS, STICKS, STONES, AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN A LAWFUL MANNER. 29. ALL BROCHURES, OPERATING AND MAINTENANCE MANUALS, CATALOGS, SHOP DRAWINGS, AND OTHER DOCUMENTS SHALL BE TURNED OVER TO THE GENERAL CONTRACTOR AT COMPLETION OF CONSTRUCTION AND PRIOR TO PAYMENT. 30. CONTRACTOR SHALL SUBMIT A COMPLETE SET OF AS -BUILT REDLINES TO THE GENERAL CONTRACTOR UPON COMPLETION OF PROJECT AND PRIOR TO FINAL PAYMENT. 31. CONTRACTOR SHALL LEAVE PREMISES IN A CLEAN CONDITION. 32. THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE, AND IS NOT FOR HUMAN HABITAT (NO HANDICAP ACCESS REQUIRED). 33. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXIMATELY 2 TIMES PER MONTH, BY AT&T TECHNICIANS. 34. NO OUTDOOR STORAGE OR SOLID WASTE CONTAINERS ARE PROPOSED. 35. ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST REVISION AT&T MOBILITY GROUNDING STANDARD 'TECHNICAL SPECIFICATION FOR CONSTRUCTION OF GSM/GPRS WIRELESS SITES" AND "TECHNICAL SPECIFICATION FOR FACILITY GROUNDING'. IN CASE OF A CONFLICT BETWEEN THE CONSTRUCTION SPECIFICATION AND THE DRAWINGS, THE DRAWINGS SHALL GOVERN. 36. CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED FOR CONSTRUCTION. IF CONTRACTOR CANNOT OBTAIN A PERMIT, THEY MUST NOTIFY THE GENERAL CONTRACTOR IMMEDIATELY. 37. CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS. 38. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND/OR DRAWINGS PROVIDED BY THE SITE OWNER. CONTRACTORS SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. 39. NO WHITE STROBE LIGHTS ARE PERMITTED. LIGHTING IF REQUIRED, WILL MEET FAA STANDARDS AND REQUIREMENTS. ANTENNA MOUNTING 40. DESIGN AND CONSTRUCTION OF ANTENNA SUPPORTS SHALL CONFORM TO CURRENT ANSI/TIA-222 OR APPLICABLE LOCAL CODES. 41. ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123 'ZINC (HOT -DIP GALVANIZED) COATINGS ON IRON AND STEEL PRODUCTS', UNLESS NOTED OTHERWISE. 42. ALL BOLTS, ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A153 'ZINC -COATING (HOT -DIP) ON IRON AND STEEL HARDWARE', UNLESS NOTED OTHERWISE. 43. DAMAGED GALVANIZED SURFACES SHALL BE REPAIRED BY COLD GALVANIZING IN ACCORDANCE WITH ASTM A780. 44. ALL ANTENNA MOUNTS SHALL BE INSTALLED WITH LOCK NUTS, DOUBLE NUTS AND SHALL BE TORQUED TO MANUFACTURER'S RECOMMENDATIONS. 45. CONTRACTOR SHALL INSTALL ANTENNA PER MANUFACTURER'S RECOMMENDATION FOR INSTALLATION AND GROUNDING. 46. ALL UNUSED PORTS ON ANY ANTENNAS SHALL BE TERMINATED WITH A 50-OHM LOAD TO ENSURE ANTENNAS PERFORM AS DESIGNED. 47. PRIOR TO SETTING ANTENNA AZIMUTHS AND DOWNTILTS, ANTENNA CONTRACTOR SHALL CHECK THE ANTENNA MOUNT FOR TIGHTNESS AND ENSURE THAT THEY ARE PLUMB. ANTENNA AZIMUTHS SHALL BE SET FROM TRUE NORTH AND BE ORIENTED WITHIN +/- 5% AS DEFINED BY THE REDS. ANTENNA DOWNTILTS SHALL BE WITHIN +/- 0.5% AS DEFINED BY THE RFDS. REFER TO ND-00246. 48. JUMPERS FROM THE TMA'S MUST TERMINATE TO OPPOSITE POLARIZATION'S IN EACH SECTOR. 49. CONTRACTOR SHALL RECORD THE SERIAL 1, SECTOR, AND POSITION OF EACH ACTUATOR INSTALLED AT THE ANTENNAS AND PROVIDE THE INFORMATION TO AT&T. 50. TMA'S SHALL BE MOUNTED ON PIPE DIRECTLY BEHIND ANTENNAS AS CLOSE TO ANTENNA AS FEASIBLE IN A VERTICAL POSITION. 51. ALL RF CONNECTIONS SHALL BE TIGHTENED BY A TORQUE WRENCH. 52. ALL RF CONNECTIONS, GROUNDING HARDWARE AND ANTENNA HARDWARE SHALL HAVE A TORQUE MARK INSTALLED IN A CONTINUOUS STRAIGHT LINE FROM BOTH SIDES OF THE CONNECTION. A. RF CONNECTION BOTH SIDES OF THE CONNECTOR. B. GROUNDING AND ANTENNA HARDWARE ON THE NUT SIDE STARTING FROM THE THREADS TO THE SOLID SURFACE. EXAMPLE OF SOLID SURFACE: GROUND BAR, ANTENNA BRACKET METAL. FIBER & POWER CABLE MOUNTING 53. THE FIBER OPTIC TRUNK CABLES SHALL BE INSTALLED INTO CONDUITS, CHANNEL CABLE TRAYS, OR CABLE TRAY. WHEN INSTALLING FIBER OPTIC TRUNK CABLES INTO A CABLE TRAY SYSTEM, THEY SHALL BE INSTALLED INTO AN INTER DUCT AND A PARTITION BARRIER SHALL BE INSTALLED BETWEEN THE 600 VOLT CABLES AND M THE INTER DUCT IN ORDER TO SEGREGATE CABLE TYPES. OPTIC FIBER TRUNK CABLES SHALL HAVE APPROVED CABLE RESTRAINTS EVERY (60) SIXTY FEET AND SECURELY FASTENED TO THE CABLE TRAY p SYSTEM. NFPA 70 (NEC) ARTICLE 770 RULES SHALL APPLY. 54. THE TYPE TC-ER CABLES SHALL BE INSTALLED INTO CONDUITS, CHANNEL CABLE TRAYS, OR CABLE TRAY AND SHALL BE SECURED AT INTERVALS NOT EXCEEDING (6) SIX FEET. AN EXCEPTION; WHERE TYPE TC-ER CABLES ARE NOT SUBJECT TO PHYSICAL DAMAGE, CABLES SHALL BE PERMITTED TO MAKE A TRANSITION BETWEEN CONDUITS, CHANNEL CABLE TRAYS, OR CABLE TRAY WHICH ARE SERVING UTILIZATION EQUIPMENT OR DEVICES, A DISTANCE (6) SIX FEET SHALL NOT BE EXCEEDED WITHOUT CONTINUOUS SUPPORTING. NFPA 70 (NEC) ARTICLES 336 AND 392 RULES SHALL APPLY. 55. WHEN INSTALLING OPTIC FIBER TRUNK CABLES OR TYPE TC-ER CABLES INTO CONDUITS, NFPA 70 (NEC) ARTICLE 300 RULES SHALL APPLY. 56-61 RESERVED FOR ADDITIONAL NOTES. 62. TYPES AND SIZES OF THE ANTENNA CABLE ARE BASED ON ESTIMATED LENGTHS. PRIOR TO ORDERING CABLE, CONTRACTOR SHALL VERIFY ACTUAL LENGTH BASED ON CONSTRUC11ON LAYOUT AND NOTIFY THE PROJECT MANAGER IF ACTUAL LENGTHS EXCEED ESTIMATED LENGTHS. 63. CONTRACTOR SHALL VERIFY THE DOWN -TILT OF EACH ANTENNA WITH A DIGITAL LEVEL 64. CONTRACTOR SHALL CONFIRM COAX COLOR CODING PRIOR TO CONSTRUCTION. 65. ALL JUMPERS TO THE ANTENNAS FROM THE MAIN TRANSMISSION LINE SHALL BE 1/2' DIA. LDF AND SHALL NOT EXCEED 6'-0'. 66. ALL COAXIAL CABLE SHALL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE, IN AN APPROVED MANNER, AT DISTANCES NOT TO EXCEED 4'-0' OC. 67. CONTRACTOR SHALL FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS REGARDING BOTH THE INSTALLATION AND GROUNDING OF ALL COAXIAL CABLES, CONNECTORS, ANTENNAS, AND ALL OTHER EQUIPMENT. 68. CONTRACTOR SHALL GROUND ALL EQUIPMENT. INCLUDING ANTENNAS, RET MOTORS, TMA'S, COAX CABLES, AND RET CONTROL CABLES AS A COMPLETE SYSTEM. GROUNDING SHALL BE EXECUTED BY QUALIFIED WIREMEN IN COMPLIANCE WITH MANUFACTURER'S SPECIFICATION AND RECOMMENDATION. 69. CONTRACTOR SHALL PROVIDE STRAIN -RELIEF AND CABLE SUPPORTS FOR ALL CABLE ASSEMBLIES, COAX CABLES, AND RET CONTROL CABLES. CABLE STRAIN -RELIEFS AND CABLE SUPPORTS SHALL BE APPROVED FOR THE PURPOSE. INSTALLA11ON SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. 70. CONTRACTOR TO VERIFY THAT EXISTING COAX HANGERS ARE STACKABLE SNAP IN HANGERS. IF EXISTING HANGERS ARE NOT STACKABLE SNAP IN HANGERS THE CONTRACTOR SHALL REPLACE EXISTING HANGERS WITH NEW SNAP IN HANGERS IF APPLICABLE. GENERAL CABLE AND EQUIPMENT NOTES 71. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ANTENNA, TMAS, DIPLEXERS, AND COAX CONFIGURATION, MAKE AND MODELS PRIOR TO INSTALLATION. 72. ALL CONNECTIONS FOR HANGERS, SUPPORTS, BRACING, ETC. SHALL BE INSTALLED PER TOWER MANUFACTURER'S RECOMMENDATIONS. 73. CONTRACTOR SHALL REFERENCE THE TOWER STRUCTURAL ANALYSIS/DESIGN DRAWINGS FOR DIRECTIONS ON CABLE DISTRIBUTION/ROUTING. 74. ALL OUTDOOR RF CONNECTORS/CONNECTIONS SHALL BE WEATHERPROOFED, EXCEPT THE RET CONNECTORS, USING BUM TAPE AFTER INSTALLATION AND FINAL CONNECTIONS ARE MADE. BUM TAPE SHALL HAVE A MINIMUM OF ONE-HALF TAPE WIDTH OVERLAP ON EACH TURN AND EACH LAYER SHALL BE WRAPPED THREE TIMES. WEATHERPROOFING SHALL BE SMOOTH WITHOUT BUCKLING. BUM BLEEDING IS NOT ALLOWED. 75. IF REQUIRED TO PAINT ANTENNAS AND/OR COAX: A. TEMPERATURE SHALL BE ABOVE NT F. B. PAINT COLOR MUST BE APPROVED BY BUILDING OWNER/LANDLORD. C. FOR REGULATED TOWERS, FAA/FCC APPROVED PAINT IS REQUIRED. D. DO NOT PAINT OVER COLOR CODING OR ON EQUIPMENT MODEL NUMBERS. 76. ALL CABLES SHALL BE GROUNDED WITH COAXIAL CABLE GROUND KITS. FOLLOW THE MANUFACTURER'S RECOMMENDATIONS. A. GROUNDING AT THE ANTENNA LEVEL. B. GROUNDING AT MID LEVEL, TOWERS WHICH ARE OVER 200'-0', ADDITIONAL CABLE GROUNDING REQUIRED. C. GROUNDING AT BASE OF TOWER PRIOR TO TURNING HORIZONTAL. D. GROUNDING OUTSIDE THE EQUIPMENT SHELTER AT ENTRY PORT. E. GROUNDING INSIDE THE EQUIPMENT SHELTER AT THE ENTRY PORT. 77. ALL PROPOSED GROUND BAR DOWNLEADS ARE TO BE TERMINATED TO THE EXISTING ADJACENT GROUND BAR DOWNLEADS A MINIMUM DISTANCE OF 4'-0' BELOW GROUND BAR. TERMINATIONS MAY BE EXOTHERMIC OR COMPRESSION. Approved 7u AT&T to L,� t ; 1452 EDINGER AVENUE, 3RD FLOOR TUSTIN, CA 92780 iA amentum 2 ASH STREET, ST #3000 CONSHOHOCKEN, PA 19428 a r c h i t e c t s e n g i n e e r s 5661 COLUMBIA PIKE, SUITE 200 FALLS CHURCH, VA 22041-2868 TEL (703) 671-6000 FAX: (703) 671-6300 REVISIONS REV. DATE DESCRIPTION INRULLS A 01-23-25 ISSUED FOR REVIEW CG B 04-22-25 ISSUED FOR REVIEW SD 0 09-19-25 FINAL CD'S SD NOT FOR CONSTRUCTION UNLESS LABELED AS FOR CONSTRUCTION Q�pFESslo O �PN Q y rM * C 90957 9 CIV1\� Q� F CA���O LICENSE NUMBER: C90957 EXPIRATION DATE: MARCH 31, 2026 SICA001904 10087182 2731 NORTH GRAND SANTA ANA, CA 92705 SHEET TITLE NOTES AND SPECIFICATIONS SHEET NUMBER Sp-1 E CITOF SANTA ANA Planning and Building Agency w a r m 0 a o w a r z W U O 0 z 0 U 2 O U O V) U) z 0 W z 0 U z O 0 z W SCALE IN FEET 0 40 80 160 240 SITE PLAN z 4.1 (E) BUILDING (TYP.)- -(E) PARKING AREA (TYP.). SECTOR ALpHq Az=100' -,L) -'IL -,LLL IL M U TRUE NORTH SCALE:1"=80' (11x17) SCALE:1 "=40' (2436) Approved AT&T to 1452 EDINGER AVENUE, 3RD FLOOR TUSTIN, CA 92780 amentum 2 ASH STREET, ST 13000 CONSHOHOCKEN, PA 19428 a r c h i t e c t s e n g i n e e r s 5661 COLUMBIA PIKE, SUITE 200 FALLS CHURCH, VA 22041-2868 TEL (703) 671-6000 FAX: (703) 671-6300 REVISIONS REV. DATE DESCRIFMON INITIALS A 01-23-25 ISSUED FOR REVIEW CG B 04-22-25 ISSUED FOR REVIEW SD 0 09-19-25 FINAL CD'S SD NOT FOR CONSTRUCTION UNLESS LABELED AS FOR CONSTRUCTION QR6F ESSIpNq` is Q v� C 90957 s� -I9-ZS �Q 9 CIV1\- Q� �FCF CA���o LICENSE NUMBER: C90957 EXPIRATION DATE: MARCH 31, 2026 SICA001904 10087182 2731 NORTH GRAND SANTA ANA, CA 92705 SHEET TITLE SITE PLAN SHEET NUMBER A-0 k. E CITY OF SANTA ANA Planning and Building Agency w a r } m } a o w a. r z W U O 0 z 0 U Z O U OF Li fn U) z 0 W z 0 U z O 0 z W � E ) ATj CF-IFF'A iF FAIT -JEEE EII,;:_ ------------ i 1 ------------ - SCALE IN FEET 0 2.5 5 10 15 COMPOUND PLAN (E) & (N) AT&T EQUIPMENT IN (E) AT&T EQUIPMENT ROOM BELOW GRADE (SEE SHEET 2/A-1.1) M U TRUE NORTH SCALE: 1"=5' (11x17) SCALE:1 "=2.5' (2436) Approved AT&T to 1452 EDINGER AVENUE, 3RD FLOOR TUSTIN, CA 92780 amentum 2 ASH STREET, ST 13000 CONSHOHOCKEN, PA 19428 a r c h it e c t s e n g i n e e r s 5661 COLUMBIA PIKE, SUITE 200 FALLS CHURCH, VA 22041-2868 TEL (703) 671-6000 FAX: (703) 671-6300 REVISIONS REV. DATE DESCRIFMON INITIALS A 01-23-25 ISSUED FOR REVIEW CG B 04-22-25 ISSUED FOR REVIEW SD 0 09-19-25 FINAL CD'S SD NOT FOR CONSTRUCTION UNLESS LABELED AS FOR CONSTRUCTION QRpFESSIONq` p 'NtA is Q v� C 90957 s� 919 -ZS �Q 9 CIV1\- Q� TFOF CA���o LICENSE NUMBER: C90957 EXPIRATION DATE: MARCH 31, 2026 SICA001904 10087182 2731 NORTH GRAND SANTA ANA, CA 92705 SHEET TITLE COMPOUND PLAN SHEET NUMBER A-1 E CIT, OF SANTA ANA Planning and Building Agency w r m 0 X n- o w a. r z w f U O 0 z 0 U 2 O U LL O V) U) 0 w z 0 U z O 0 z w w- I SCALE IN FEET 0 2.5 5 10 15 EXISTING EQUIPMENT PLAN SCOPE OF WORK 1. REMOVE (5) 48/24V DC CONVERTERS FROM THE DC POWER PLANT 2. INSTALL (1) —58V RETROFIT KIT IN THE DC POWER PLANT 3. INSTALL (5) 48/58V DC CONVERTERS IN THE DC POWER PLANT 4. INSTALL (3) STRINGS OF 185AH BATTERY IN THE (E) BATTERY RACK ) AT&T UMT` a,NINF T (TYP %T ,T ^-TTFPY G^^i EMOVE (5) (E) 48/24V CONVERTERS FROM (E) DC POWER PLANT SCALE: 1"=5' (11x17) SCALE:1"=2.5' (2406) 1 IPROPOSED EQUIPMENT PLAN M Al I NSTALL (12) (N) 185M BATTERIES — IN (E) AT&T BATTERY RACK (1) (N) —58V RETROFIT KTT W/ (5) 48V/58V CONVERTERS IN (E) POWER PLANT TRUE NORTH SCALE: 1"=5' (11x17) SCALE:1 "=2.5' (24x36) 2 Approved AT&T to 1452 EDINGER AVENUE, 3RD FLOOR TUSTIN, CA 92780 amentum 2 ASH STREET, ST 13000 CONSHOHOCKEN, PA 19428 a r c h it e c t s e n g i n e e r s 5661 COLUMBIA PIKE, SUITE 200 FALLS CHURCH, VA 22041-2868 TEL (703) 671-6000 FAX: (703) 671-6300 REVISIONS REV. DATE DESCRIFMON INITIALS A 01-23-25 ISSUED FOR REVIEW CG B 04-22-25 ISSUED FOR REVIEW SD 0 09-19-25 FINAL CD'S SD NOT FOR CONSTRUCTION UNLESS LABELED AS FOR CONSTRUCTION QRpFESS10Hq� U 4! Q r� C 90957 s� 919 -ZS �Q 9 CIV1\- Q� �FOF CA���o LICENSE NUMBER: C90957 EXPIRATION DATE: MARCH 31, 2026 SICA001904 10087182 2731 NORTH GRAND SANTA ANA, CA 92705 SHEET TITLE EXISTING & PROPOSED EQUIPMENT PLAN SHEET NUMBER A-1.1 E CI -[:OF SANTA ANA Planning and Building Agency H m_ x i CL U W 4 W a r m it X a o W a. In r z w U 0 0 z 0 U Z 0 U IL 0 V) In z 0 w z U z 0 0 z w NEQ-53oo8 - NetSure 710o Field Retrofit Kit 60028oi7 -58v -58v -58v Swap as needed with •CRITICAL•CRITICAL•CRITICAL• original labels in 48V -48V -48V bullet CB panels CRITICAL CRITICAL CRITICAL • -58V . -58V • -58V • -58V • -58V • CRITICAL CRITICAL CRITICAL CRITICAL CRITICAL -48V .48v -"V .48V -48V CRITICAL CRITICAL CRITICAL CRITICAL CRITICAL Fuse Alarm Jumper, Qty. (1) To RTN Bus Bar DC RETROFIT KIT DETAILS IL �IJ< I'I SriA4.9 SPECIFICATIONS rC1 L5SUSEONCAUTIONI LY-58VDC CONVER TERS SEOU4CF IC CONVERTERSD`MAVf1AP.1F!-00rA1ENT Qty. (1) per Conv Slot i DI6+DI6- ' 562662 � lL _.........LD J - o iI ® -` J- {� 19r,4-9 MODEL NOMINAL VOLTAGE (� *RATED CAPACITY AT 8 Hr Ah **OPERATING RANGE L W H TH WEIGHT TERMINAL mm in. mm in. mm in. mm in. kg lbs. PYL12V185Ff 12 185 -40 TO 65'C 556 21.9 125 4.9 317 12.5 317 12.5 60.7 133.8 front Bolt (-40 TO 149'F) Top-M8M8 Bolt *Maximum Charge Current is 25% of the 8 Hr Rate. *Refer to Product Manual for optimum temperature range AMPERES TO FINAL VOLTAGE: 1.75V025C (77*0 MODEL DISCHARGE TIME (Hr) 2 3 4 5 6 7 8 9 10 12 20 PYL12V185Ff 71.2 52.0 41.3 34.4 30.0 26.0 23.1 21.0 19.3 17.7 10.2 WATTS TO FINAL VOLTAGE: 1.75VO25' (770 MODEL DISCHARGE TIME (Hr) 2 3 4 5 6 7 8 9 10 12 20 PYL12V185FT 829 609 487 407 351 315 275 250 232 215 123 185AH BATTERY DETAIL N.T.S 1 2 NetSure ' MODEL 7100 THIS UNIT HAS BEEN FIELD RETROFITTED FOR USE WITH -58VDC CONVERTERS -48VDC - I000AI.58VDC 500A REFER TO MANUAL I M60028017 FOR ADDITIONAL INFORMATION Illlllh !WACaM4NR3LV=0ALLF - SiHIF i SELF 3 Example add -on for Nameplate 3lS1F1 %WAUU iwTESE3PCff17ti Qty. (2): Front of cabinet, inside cabinet. Other Items: • Configuration file. • USB stick & dual lock fastener. • Instruction book (printed). • Bag with kit number label. IZ A VERnV RIF '� VERTIVE NESTURE C48/58-2000P3 CONVERTER DETAIL TECHNICAL SPECIFICATIONS DC INPUT VOLTAGE 41 VDC TO 58.5 VDC, 48 VDC (NOMINAL) DC INPUT MAXIMUM CURRENT 53 A DC OUTPUT VOLTAGE 56 VDC TO 58 VDC DC OUTPUT MAXIMUM POWER 2000 W PEAK, 1600 W AVERAGE AT 40 'C, 1280 W AVERAGE AT 65 'C DC OUTPUT MAXIMUM CURRENT 35.7 A AT 2000 W PEAK 28.6 A AT 1600 W AVERAGE, 22.9 A AT 1280 W AVERAGE, ALL AT 56 VDC PEAK EFFICIENCY >95% NOISE < 250MV PK-PK; < 20MV RMS; <38 DBRNC OPERATING TEMPERATURE -40 'C TO +80 'C / -40 'F TO +176 'F) STORAGE TEMPERATURE -40 'C TO +85 'C / -40 'F TO +185 'F) RELATIVE HUMIDITY 0 TO 90% ALTITUDE 2000M / 6560 FT AT FULL POWER SAFETY UL62368-1, EN62368-1, IEC62368-1 EMC FCC CFR 47 PART 15 CLASS A CONDUCTED AND CLASS B RADIATED ENVIRONMENT REACH, ROHS DIMENSIONS (H X W X D) 41 X 84.5 X 252.5 MM 1.61 X 3.33 X 9.94 INCHES WEIGHT 11.13 KG / 2.49 LBS -48/-58V DC CONVERTER DETAILS N.T.S N.T.S 3 M X Approved AT&T to 1452 EDINGER AVENUE, 3RD FLOOR TUSTIN, CA 92780 amentum 2 ASH STREET, ST 13000 CONSHOHOCKEN, PA 19428 a r c h it e c t s engineers 5661 COLUMBIA PIKE, SUITE 200 FALLS CHURCH, VA 22041-2868 TEL (703) 671-6000 FAX: (703) 671-6300 REVISIONS REV. DATE DESCRIF?ION INITIALS A 01-23-25 ISSUED FOR REVIEW CG B 04-22-25 ISSUED FOR REVIEW SD 0 09-19-25 FINAL CD'S SD NOT FOR CONSTRUCTION UNLESS LABELED AS FOR CONSTRUCTION QR6F ESSIpNq` U 4! C 90957 s� 919 -ZS �Q 9 CIV1\- Q� �FCF CA���o LICENSE NUMBER: C90957 EXPIRATION DATE: MARCH 31, 2026 SICA001904 10087182 2731 NORTH GRAND SANTA ANA, CA 92705 SHEET TTrLE GROUND EQUIPMENT DETAIL SHEET NUMBER A-1.2 E CIT, OF SANTA ANA Planning and Building Agency 0 w x w a 4 U w U W g � Z U 3 • CD CL C.D w F= F¢ toaTE ~ b z4 C C0 Ckc Og `o U I N LO p V) w ~ x � o w N 0 m Q N m 0 o w j � Q .� a w n a r } m } a o w a En Z w Z o SCALE IN FEET U 0 �- Z 0 5 10 20 30 EXISTING SOUTH ELEVATION E) AT&T EQUIPMENT: 3) ANTENNAS (TO REMAIN) 1) ANTENNA (TO BE RELOCATED) 3) RRU'S (TO REMAIN) 1) RRU (TO BE RELOCATED) 1) DC6 (TO REMAIN) 1) DC9 (TO REMAIN) E) AT&T �i'T' TF NOTE: VINYL WRAP AIR ANTENNAS MATCH THE FAUX PALM BRA 0 I m SCALE IN FEET 0 5 10 20 30 SCALE:1 "=10' (11 x17) SCALE:1"=5' (2436) 1 1 PROPOSED SOUTH ELEVATION QUIPMENT: A ALPHA SECTOR E) SECTOR FRAME -AL PORT )R (N) CABLE AT&T 606 (6 TOR) DC TRUNK :T ,-) _I I-L (E) CHAIN LINK SECURITY FENCE (E) AT&T SHE SCALE:1 "=10" (11 x 1 SCALE:1 "=5' (24x,' M DJ 2 Approved to,LDL.,� AT&T 1452 EDINGER AVENUE, 3RD FLOOR TUSTIN, CA 92780 A�A amentum 2 ASH STREET, ST 13000 CONSHOHOCKEN, PA 19428 a r c h it e c t s e n g i n e e r s 5661 COLUMBIA PIKE, SUITE 200 FALLS CHURCH, VA 22041-2868 TEL (703) 671-6000 FAX: (703) 671-6300 REVISIONS REV. DATE DESCRIFMON INRULLS A 01-23-25 ISSUED FOR REVIEW CG B 04-22-25 ISSUED FOR REVIEW SD 0 09-19-25 FINAL CD'S SD NOT FOR CONSTRUCTION UNLESS LABELED AS FOR CONSTRUCTION QRpFESSIONq` p �p,N Q � � * C 90957 s� 919.2-S �Q 9 CIV1\- Q� or CA LICENSE NUMBER: C90957 EXPIRATION DATE: MARCH 31, 2026 SICA001904 10087182 2731 NORTH GRAND SANTA ANA, CA 92705 SHEET TITLE EXISTING & PROPOSED SOUTH TOWER ELEVATION SHEET NUMBER A-2 E CITOF SANTA ANA Planning and Building Agency w a r } m } a o w a r Z W U O 0 Z 0 U Z O U LL 0 V) U) X 0 W Z 0 U Z O 0 Z W F_ O I 0 c2 W S d 1= C� r n r L l 1 (E) AT&T EQUIPMENT- (3) ANTENNAS (TO REMAIN) (1) ANTENNA (TO BE RELOCATED) (3) RRU'S (TO REMAIN) (1) RRU (TO BE RELOCATED) (1) DC6 (TO REMAIN) SCALE IN FEET 0 5 10 20 30 EXISTING WEST ELEVATION ��II!I9II!! (E) LLNCL (E) al tir sHEI TEP i I I I ' I Ii% NOTE: VINYL WRAP AIR MATCH THE FAUX 6 I C> CC SCALE IN FEET 0 5 10 20 30 SCALE:1 "=10' (11 x 17) SCALE:1"=5' (24x36) 1 1 PROPOSED WEST ELEVATION L It IIPMENT: !ETA SECTOR SECTOR FRAME -AL PORT (N) CABLE QT 606 (6 )R) DC TRUNK 'T T ITIT SCALE:1 "=10' (11 x17 SCALE:1 "=5' (2436 M U 2 Approved to,LDL.'� AT&T 1452 EDINGER AVENUE, 3RD FLOOR TUSTIN, CA 92780 A�A amentum 2 ASH STREET, ST 13000 CONSHOHOCKEN, PA 19428 a r c h it e c t s e n g i n e e r s 5661 COLUMBIA PIKE, SUITE 200 FALLS CHURCH, VA 22041-2868 TEL (703) 671-6000 FAX: (703) 671-6300 REVISIONS REV. DATE DESCRIP11014 INRULLS A 01-23-25 ISSUED FOR REVIEW CG B 04-22-25 ISSUED FOR REVIEW SD 0 09-19-25 FINAL CD'S SD NOT FOR CONSTRUCTION UNLESS LABELED AS FOR CONSTRUCTION QRpF ESS10N,g4 Q v� * C 90957 s� 919.2-S �Q 9 CIV1\- Q� �F or C A\.-\" LICENSE NUMBER: C90957 EXPIRATION DATE: MARCH 31, 2026 SICA001904 10087182 2731 NORTH GRAND SANTA ANA, CA 92705 SHEET TTrL.E EXISTING & PROPOSED WEST TOWER ELEVATION SHEET NUMBER A-2.1 E CITY OF SANTA ANA Planning and Building Agency NOTES: 1. GENERAL CONTRACTOR IS TO FIELD VERIFY ALL EXISTING ANTENNA RAD CENTERS, ANTENNA TIP HEIGHTS WITH A PRE -TAPE DROP, AND AZIMUTHS PRIOR TO CONSTRUCTION. ALL CHANGES TO THE ANTENNA POSITIONS, AZIMUTHS, AND RAD CENTERS NEED TO BE DISCUSSED WITH RF AND AT&T FIELD CONSTRUCTION MANAGER. ALL CHANGES SHALL BE NOTED ON CONSTRUCTION AS BUILTS. 2. TOWER AND TOWER FOUNDATION DESIGN HAS BEEN PREPARED AND PROVIDED BY OTHERS. REFER TO MANUFACTURER'S APPROVED TOWER DRAWINGS OR CURRENT STRUCTURAL ANALYSIS. THE RF RAD CENTER OF THE PROPOSED ANTENNAS AND MOUNTING PLATFORM ARE BASED ON INFORMATION PROVIDED THROUGH AT&T. 3. THIS DRAWING IS A GRAPHICAL REPRESENTATION OF THE TOWER, THE RF RAD CENTER OF THE PROPOSED ANTENNAS AND PROPOSED MOUNTING PLATFORM/SECTOR FRAME BASED ON INFORMATION PROVIDED THROUGH AT&T, AND /OR ANALYZED BY OTHERS. BC ARCHITECTS ENGINEERS CERTIFIES ONLY THAT INFORMATION PROVIDED TO BC ARCHITECTS ENGINEERS FOR THE PREPARATION OF THESE PLANS AND IS NOT CERTIFYING NOR WARRANTING THE DESIGN NOR VERIFYING THE ANALYTICAL RESULTS OF THE STRUCTURAL ANALYSIS PERFORMED BY OTHERS 4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF THE PROPOSED CABLES, CABLE LADDER, AND/OR OTHER CABLE SUPPORTING SYSTEM PER CURRENT STRUCTURAL ANALYSIS. 5. ALL COAX CABLES SHALL BE STACKED IN ACCORDANCE WITH THE CURRENT STRUCTURAL ANALYSIS. THE CONTRACTOR OR SUBCONTRACTOR SHALL FURNISH AND INSTALL CABLE LADDER RACK, CABLE TRAYS, ETC., AND/OR CONDUIT AS REQUIRED TO SUPPORT CABLES 0 m 6. THE CONTRACTOR SHALL VERIFY WITH CONSTRUCTION TURF VENDORS 48 HOURS PRIOR TO INSTALLATION OF ALL EQUIPMENT/RF CONFIGURATION AND o ANY RELATED WORK RELATED TO THE COMPLETION OF THIS PROJECT. w CL } 7. THIS DRAWING IS FOR GENERAL INFORMATION ONLY U tinn lJ U w w 4: U 0 i3 g w U 2 3 Uj w 0 w 0 tN 0 0 w 0 D Z a Uj m a o a z Z w U 0 0 Z 0 U Z 0 U U- 0 11i RELOCATE (E) AT&T RRU: V) (TYP. 1 PER SECTOR, 3 U) X 0 w Z a 0 SCALE IN FEET U o r.r: 12" 0 2'-0" 4'-0" 6'-0" 0 Z I EXISTING ANTENNA PLAN RELOCATE (E) AT&T DUAL RRU MOUNT (TYP. 1 PER SECTOR, 3 TOTAL) E) PIPE MAST ER SECTOR, 3 TOTAL) (E) AT&T INTEGRATED ANTENNA (TYP. 1 PER SECTOR, 3 TOTAL) 4N TRUE NORTH SCALE:1/4"=1' (11x17) SCALE:1/2"=1' (24x36) TOWER SCOPE OF WORK: 1. REPLACE (3) MAST PIPE W/ 2-7/8' ON POS A3,B3,C2 2. INSTALL (3) AIR6419 B77G STACKED ABOVE THE (E) AIR6449 B77D ON POS A3,B3,C2 3. INSTALL (1) 606AWG DC TRUNK IN (N) 2' INNERDUCT TO THE (E) DC9 INSTALL (N) AT&T PIPE TO PIPE MOUNT (PART# SITEPR01) DCP18K/DCP12K (TYP. 2 PER GAM 1 SCALE IN FEET 12" 0 2'-0" 4'-0" 6'-0" PROPOSED ANTENNA PLAN 1 NOTE GROUND ALL (N) EQUIPMENT TO GROUND BARS. WITH THE APPROPRIATE GROUND WIRE SIZES AND TYPES DETERMINED BY MFG & AT&T SPECIFICATIONS 1 I NSTALL (N) 2-7/8' O.D X 10' PIPE MAST (TYP. 1 PER SECTOR, 3 TOTAL) SECTOR ALp AZ=100. i INSTALL (N) AT&T AIR 6419 B77G STACKED ABOVE ON (E) AIR6449 B77D INTEGRATED ANTENNA (TYP. OF 1 PER SECTOR, 3 TOTAL) -INSTALL (N) AT&T P2 STD X 10'-0' PIPE MAST USING CROSSOVER PLATE SITEPRO PART# SCX7-K TRUE NORTH SCALE:1/4"=1' (1107) SCALE:1/2"=1' (24x36) 2 Approved AT&T to 1452 EDINGER AVENUE, 3RD FLOOR TUS1N, CA 92780 amentuml 2 ASH STREET, ST 13000 CONSHOHOCKEN, PA 19428 a r c h it e c t s e n g i n e e r s 5661 COLUMBIA PIKE, SUITE 200 FALLS CHURCH, VA 22041-2868 TEL (703) 671-6000 FAX: (703) 671-6300 REVISIONS NOTE GROUND ALL (N) EQUIPMENT TO GROUND BARS. WITH THE APPROPRIATE GROUND WIRE SIZES AND TYPES DETERMINED BY MFG & AT&T SPECIFICATIONS 1 I NSTALL (N) 2-7/8' O.D X 10' PIPE MAST (TYP. 1 PER SECTOR, 3 TOTAL) SECTOR ALp AZ=100. i INSTALL (N) AT&T AIR 6419 B77G STACKED ABOVE ON (E) AIR6449 B77D INTEGRATED ANTENNA (TYP. OF 1 PER SECTOR, 3 TOTAL) -INSTALL (N) AT&T P2 STD X 10'-0' PIPE MAST USING CROSSOVER PLATE SITEPRO PART# SCX7-K TRUE NORTH SCALE:1/4"=1' (1107) SCALE:1/2"=1' (24x36) 2 Approved AT&T to 1452 EDINGER AVENUE, 3RD FLOOR TUS1N, CA 92780 amentuml 2 ASH STREET, ST 13000 CONSHOHOCKEN, PA 19428 a r c h it e c t s e n g i n e e r s 5661 COLUMBIA PIKE, SUITE 200 FALLS CHURCH, VA 22041-2868 TEL (703) 671-6000 FAX: (703) 671-6300 REVISIONS REV. DATE DESCRIFMON INRULLS A 01-23-25 ISSUED FOR REVIEW CG B 04-22-25 ISSUED FOR REVIEW SD 0 09-19-25 FINAL CD'S SD i I NOT FOR CONSTRUCTION UNLESS LABELED AS FOR CONSTRUCTION 10 QRcj EI SO* Q � � * C 90957 s� 919.2-S �Q 9 CIV1\- Q� LICENSE NUMBER: C90957 EXPIRATION DATE: MARCH 31, 2026 SICA001904 10087182 2731 NORTH GRAND SANTA ANA, CA 92705 SHEET TITLE EXISTING & PROPOSED ANTENNA PLAN SHEET NUMBER A-3 E CIT, OF SANTA ANA Planning and Building Agency w r } m } a o x a. r z w U O 0 z 0 U z Z O U 0 V) U) X 0 w z 0 U z O 0 Z w F- THE DESIGN SHOWN IN THESE DRAWINGS IS BASED ON INFORMATION GATHERED FROM AT&T RFDS ID: RFDS-35116 DATED 08/02/2024 SECTOR 1 DC SURGE/DISTRIBUTION & COAX/DC/FIBER ECTOR ANTENNA TECHNOLOGY ANTENNA POSITION MAKE MODEL RAD. CTR FT. AGL. TOP OF ANTENNAS AZIMUTH RRH ALPHA CBAND #3 ERICSSON AIR6449 B77D 58'-0" 59'-6" 100• INTEGRATED SECTOR 2 SECTOR ANTENNA TECHNOLOGY ANTENNA POSITION MAKE MODEL RAD. CTR FT. AGL. TOP OF ANTENNAS AZIMUTH RRH NNH4- BETA CBAND #3 ERICSSON AIR6449 B77D 58'-0" 59'-6" 220' INTEGRATED SECTOR 3 ECTOR ANTENNA TECHNOLOGY ANTENNA POSITION MAKE MODEL RAD. CTR FT. AGL. TOP OF ANTENNAS AZIMUTH RRH GAMMA CBAND #2 ERICSSON AIR6449 B77D 58'-0" 59'-6" 350' INTEGRATED 1) (E) 8843 B2 /P (1) (E) 4449 F (1) (E) RRU`-. M U SECTOR 1 DC SURGE/DISTRIBUTION & COAX/DC/FIBER SECTOR ANTENNA TECHNOLOGY ANTENNA POSITION MAKE MODEL RAD. CTR FT. AGL. TOP OF ANTENNAS AZIMUTH RRH (1) (N) PWRT-606 DC TRUNK (1) (N) 2" INNERDUCT CONDUIT 1E ALPHA 5G DOD #3 ERICSSON AIR6419 B77G 58'-10" 60'-0" 100• INTEGRATED SECTOR 2 SECTOR ANTENNA TECHNOLOGY ANTENNA POSITION MAKE MODEL RAD. CTR FT. AGL. TOP OF ANTENNAS AZIMUTH RRH BETA 5G DOD #3 ERICSSON AIR6419 B77G 58'-10" 60'-0" 220' INTEGRATED SECTOR 3 SECTOR ANTENNA TECHNOLOGY ANTENNA POSITION MAKE MODEL RAD. CTR FT. AGL. TOP OF ANTENNAS AZIMUTH RRH GAMMA 5G DOD #2 ERICSSON AIR6419 B77G 58'-10" 60'-0" 350' INTEGRATED EXISTING ANTENNA SCHEDULE 1 1 1 PROPOSED ANTENNA SCHEDULE Approved AT&T 1452 EDINGER AVENUE, 3RD FLOOR TUS1N, CA 92780 amentum 2 ASH STREET, ST 13000 CONSHOHOCKEN, PA 19428 a r c h it e c t s e n g i n e e r s 5661 COLUMBIA PIKE, SUITE 200 FALLS CHURCH, VA 22041-2868 TEL (703) 671-6000 FAX: (703) 671-6300 REVISIONS REV. DATE DESCRIFMON INRULLS A 01-23-25 ISSUED FOR REVIEW CG B 04-22-25 ISSUED FOR REVIEW SD 0 09-19-25 FINAL CD'S SD NOT FOR CONSTRUCTION UNLESS LABELED AS FOR CONSTRUCTION QRpF ESSIpNq` p 'NVA Q � � * C 90957 s� 919.2-S �Q 9 CIV1\- Q� �FCF CA���O LICENSE NUMBER: C90957 EXPIRATION DATE: MARCH 31, 2026 SICA001904 10087182 2731 NORTH GRAND SANTA ANA, CA 92705 SHEET TITLE EXISTING & PROPOSED ANTENNA SCHEDULE SHEET NUMBER A- 4 2 E CITOF SANTA ANA Planning and Building Agency 0 m w a U t� U w w 4: U 0 g w U 3 of w 0 w 0 tN 0 O w W D Z a w r } m a o a r Z w U O 0 Z 0 U Z O U O U) X Z 0 w Z 0 U Z O 0 Z w ERICSSON AIR 6419 B77G DIMENSIONS, HxWxD: 28.3'x16.100.9' POWER CONSUMPTION: 1200 WATTS ® MAX LOAD TOTAL WEIGHT: 66.1 LBS PORTS: 2x10/25 GBPS eCPRI PORTS AIR6419 B77G ANTENNA DETAIL I N.T.S 1 1 1 1 PrF 'FF'Tnp ? InT61 INSTALL (N) AT&T P2 STD X 10'-0' PIPE MAST (TYP OF INSTALL (N) AT&T CROSSOVEI (SITEPRO PART# SCX7—K OR APPROVED SIMILAR) (TYP OF , F) cl -Fr I A T I 1 L)0''I (ALL SECTORS) SIDE VIEW (N) ANTENI MOUNTING (N) AT&T I INTEGRATEC (N) 2-7/8 X 10' PIPE W j U U POSITION J3 (ALPHA & BETA SECTORS) POSITION #2 (GAMMA SECTOR) ANTENNA MOUNTING DETAIL I N.T.S 1 2 ORDER PART# SHK14 SEPARATELY FlNISH: HOT DIP GALVANIZED. PARTS LIST ITEM QTY PART NO. PART DESCRIPTION LENGTH UNIT WT. NET WT. 1 2 X—HHR—HANGH 1" MILL PLATE (A572 GR50) 12 in 1.14 2.29 2 2 X—HHR—HANGL 1/2" MILL PLATE A572 GR.50) 12 in 1.34 2.68 3 1 2 G1203 1/2' x 3' HDG HEX BOLT GR5 FULL THREAD 3 in 0.22 0.43 4 4 G12FW 1/2' HDG USS FLATWASHER 3/32 in 0.03 0.14 5 2 G12LW 1/2' HDG LOCKWASHER 1/8 in 0.01 0.03 6 2 G12NUT 1/2" HDG HEAVY 2H HEX NUT 0.07 0.14 TOTAL WT. 5.71 SITEPRO1 PHH-AL PORT HOLE HANGER KIT DETAIL N.T.S M U IN Approved to,LDL.'� AT&T 1452 EDINGER AVENUE, 3RD FLOOR TUS1N, CA 92780 A�A amentum 2 ASH STREET, ST 13000 CONSHOHOCKEN, PA 19428 a r c h it e c t s e n g i n e e r s 5661 COLUMBIA PIKE, SUITE 200 FALLS CHURCH, VA 22041-2868 TEL (703) 671-6000 FAX: (703) 671-6300 REVISIONS REV. DATE DESCRIPnON INRULLS A 01-23-25 ISSUED FOR REVIEW CG B 04-22-25 ISSUED FOR REVIEW SD 0 09-19-25 FINAL CD'S SD NOT :FOR CONSTRUCTION UNLESS BEED AS FOR CONSTRUCTION QRpFESSION4 p �p,N is Q � � * C 90957 s� 919.2-S �Q 9 CIV1\- F Q� TFOCA���O LICENSE NUMBER: C90957 EXPIRATION DATE: MARCH 31, 2026 SICA001904 10087182 2731 NORTH GRAND SANTA ANA, CA 92705 SHEET TITLE TOWER EQUIPMENT DETAILS SHEET NUMBER A-5 E CIT, OF SANTA ANA Planning and Building Agency } m } a o w a. r Z W U O 0 Z 0 U Z O U O V) U) X Z 0 W z 0 U z O 0 Z W F- PIPE TO PIPE CONNECTIONS DETAIL + 2" 6 1/16" 8 1/8" `FITS 1-1/2" TO 5" PIPE O.D. PARTS LIST ITEM TY PART NO. PART DESCRIPTION LENGTH UNIT WT. NET WT. 1 8 DCP CLAMP HALF, 1/2" THICK, 8-3/8" 2.42 19.36 2 B C 5/8" THREADED ROD D E F 3 16 G58NUT 5/8" HDG HEAVY 2H HEX NUT 0.13 2.08 4 16 G58LW 5/8" HDG LOCKWASHER 0.03 0.42 5 16 G58FW 5/8" HDG USS FLATWASHER 0.07 1.13 VARIABLE PARTS TABLE ASSEMBLY "A" QTY "B" PART "C" LENGTH "D" UNIT WT. "E" NET WT. "F" TOTAL WEIGHT DCP12K 4 G58R-12 12" 1.05 4.18 27.01 DCP18K 4 G58R-18 18" 1.57 6.27 29.10 N.T.S M U Approved to,LDL.'� AT&T 1452 EDINGER AVENUE, 3RD FLOOR TUSTIN, CA 92780 A�A amentum 2 ASH STREET, ST 13000 CONSHOHOCKEN, PA 19428 a r c h it e c t s e n g i n e e r s 5661 COLUMBIA PIKE, SUITE 200 FALLS CHURCH, VA 22041-2868 TEL (703) 671-6000 FAX: (703) 671-6300 REVISIONS REV. DATE DESCRIFMON INRULLS A 01-23-25 ISSUED FOR REVIEW CG B 04-22-25 ISSUED FOR REVIEW SD 0 09-19-25 FINAL CD'S SD NOT FOR CONSTRUCTION UNLESS LABELED AS FOR CONSTRUCTION QRpFESS10Nq� is Q v� * C 90957 s� 919 -ZS �Q 9 CIV1\- 0 "Or CA LICENSE NUMBER: C90957 EXPIRATION DATE: MARCH 31, 2026 SICA001904 10087182 2731 NORTH GRAND SANTA ANA, CA 92705 SHEET TITLE TOWER EQUIPMENT DETAILS SHEET NUMBER A-5.1 E BC Architects Engineers, PLC; 5661 Columbia Pike, Suite 200, Falls Church, VA 22041-2868; Tel (703) 671-6000; Fax (703) 671-6300 ANTENNA MOUNT ANALYSIS (Rev. 1 – PASSING) FA Code – 10087182 PTN – 3551A1F84J Site ID – SICA001904 May 14, 2025 Prepared for: Amentum 2 Ash Street, St # 3000 Conshohocken, PA 19428 Certification Letter BC Architects Engineers, PLC 5661 Columbia Pike, Suite 200, Falls Church, VA 22041-2868 Tel (703) 671-6000 Fax (703) 671-6300 May 14, 2025 Ms. Linda Renfroe Amentum 2 Ash Street, St # 3000 Conshohocken, PA 19428 RE: FA Code – 10087182 PTN – 3551A1F84J Site ID – SICA001904 Site Address – 2731 North Grand, Santa Ana, CA 92705 Ms. Renfroe, Pursuant to your request, we have completed the analysis of the existing antenna T-arm mounts and all associated connections and incidental components for the installation of proposed equipment at the above referenced site, as shown on project documents. AT&T’s proposed scope of work consists of installing (3) panel antennas. The proposed installation will result in a total of (15) panel antennas, (15) RRUs, (3) DC6s and (1) DC9. This is to certify that to the best of my knowledge and professional opinion, the antenna support system components have been analyzed in accordance with the applicable codes and standards, as required by the IBC-2021, ASCE 7-16, and TIA-222-H. Based on the 3-D structural analysis software and our calculations, the existing antenna T-arm mounts have adequate capacity to support the proposed loads and PASS at 75.2%. If I can be of further assistance, please feel free to contact me. Sincerely, Rama Pranav Kristam, P.E. BC Architects Engineers, PLC Appendix A Summary Site ID & FA Code: SICA001904 & 10087182 Page: 1 PTN: 3551A1F84J Date: May 14, 2025 Address: 2731 North Grand Designed By: V.A. Santa Ana, CA 92705 Checked By: R.K BC Architects Engineers, PLC 5661 Columbia Pike, Suite 200, Falls Church, VA 22041-2868 Tel (703) 671-6000 Fax (703) 671-6300 The purpose of this calculation package is to examine the adequacy of the existing antenna T- arm mounts & attachments for support of new appurtenances. The existing antenna T-arm mounts were analyzed using a 3D model in RISA 3D. It is assumed that the mount connection elements are capable of resisting the loading associated with the full member strength of the antenna mount’s structural members. Proposed Final Appurtenances: Se c t o r ntennas Filters RRUs Ra y c a p Po s i t i o n Make Model RA D ( f t ) Az i m u t h (d e g ) Al p h a 1 CommScope NNH4-65C-R6-V3 56 100 - 8843 B2/B66A 4449 B5/B12 RRUS 32 B30 DC6 DC9 2 Quintel QS8658-3 56 - - 3 Ericsson AIR6419 B77G AIR6449 B77D 58.83 55.5 - - 4 Quintel QD8612-7 56 - 4478 B14 RRUS-E2 B29 (Ground) Be t a 1 CommScope NNH4-65C-R6-V3 56 220 - 8843 B2/B66A 4449 B5/B12 RRUS 32 B30 DC6 2 Quintel QS8658-3 56 - - 3 Ericsson AIR6419 B77G AIR6449 B77D 58.83 55.5 - - 4 Quintel QD8612-7 56 - 4478 B14 RRUS-E2 B29 (Ground) Ga m m a 1 Quintel QD8612-7 56 350 - 4478 B14 RRUS-E2 B29 (Ground) DC6 2 Ericsson AIR6419 B77G AIR6449 B77D 58.83 55.5 - - 3 Quintel QS8658-3 56 - - 4 CommScope NNH4-65C-R6-V3 56 - 8843 B2/B66A 4449 B5/B12 RRUS 32 B30 Note: This table includes tower-mounted equipment only. Bold letters indicate proposed equipment. Structural Documentation Provided: Previous Mount Analysis Kimley-Horn and Associates, Inc., dated July 20, 2021 It is assumed that all information provided to BC for this analysis is accurate and, unless otherwise noted, the structure has been maintained in accordance with code standards and is in good condition. Site ID & FA Code: SICA001904 & 10087182 Page: 2 PTN: 3551A1F84J Date: May 14, 2025 Address: 2731 North Grand Designed By: V.A. Santa Ana, CA 92705 Checked By: R.K BC Architects Engineers, PLC 5661 Columbia Pike, Suite 200, Falls Church, VA 22041-2868 Tel (703) 671-6000 Fax (703) 671-6300 Member Capacity Summary: Component Peak Usage Result Face Horizontal 75.2% Pass Standoff Horizontal 35.7% Pass Mount Pipes 36.0% Pass Bracing Pipes 21.8% Pass Note: Capacities up to 105% are considered acceptable based on analysis methods used. Assumptions & Considerations: This analysis considers only the theoretical capacity of structural components, and it is not a condition assessment of the mount or its attachments. The validity of the analysis is dependent on the accuracy of structural information supplied by others. If any provided information is revised after completion of this analysis, BC should be notified immediately to revise results. 1) Wind forces are considered from 360° in relation to the mounting system and applied at 30° increments using load combination factors in accordance with TIA-222-H section 2.6.11.2. 2) Antenna azimuths are considered perpendicular to antenna mount face unless a variation exists greater than 30°. 3) Appurtenance EPA’s are derived using TIA-222-H section 2.6.11.1. 4) Seismic forces are applied using load combination factors in accordance with TIA-222-H section 2.7. 5) All appurtenance dimensions and weights are accurate as supplied, as stated in the calculations. If no data is available, appurtenance physical characteristics are based off manufacturer specifications. 6) Upon identical mounting systems, the most critical sector has been analyzed. 7) TIA-222-H is considered to take precedent over all listed state and local building codes, unless otherwise stated. Appendix B Calculations Wind Speed, Basic (mph) 95 Annex B Exposure C Sec. 2.6.5 Wind Direction Factor 0.95 Sec. 16.6 No Ice 24.68 Gust Effect Factor 1 Sec. 16.6 Risk Category 2 Table 2-1 Centerline AGL (From RFDS) 58.8 ft (The maximum recorded centerline AGL has been used for the purpose of wind/ice calculations) Site Elevation 185.0 ft Crest Height 0.0 ft Topographic Category 1 Sec. 2.6.6.2 Ground Elevation Factor 0.99 Sec. 2.6.8 Angle to Normal 60 degrees Shielding Factor 0.9 Sec. 16.6 Appurtenance Name Height (in) Width (in) Depth (in)Weight (lbs.)Ca Front EPAn (ft2) Fa Front (lbs.)Ca Side EPAt (ft2) Fa Side (lbs.) (EPA)a x-angle (EPA)a z-angle Fa x-angle Fa z-angle CommScope NNH4-65C-R6-V3 96.0 19.6 7.8 102.0 * 9.700 239.4 * 3.300 81.4 8.100 4.900 199.9 120.9 Quintel QS8658-3 96.0 12.0 9.0 110.0 1.434 10.322 254.7 1.523 8.222 202.9 9.797 8.747 241.8 215.8 Ericsson AIR6419 B77G 28.2 16.1 7.3 66.2 * 3.230 79.7 * 1.100 27.1 2.698 1.633 66.6 40.3 Ericsson AIR6449 B77D 28.2 16.1 7.3 66.2 1.200 3.405 84.0 1.260 1.622 40.0 2.959 2.068 73.0 51.0 Quintel QD8612-7 96.0 18.1 9.6 127.0 1.324 14.383 354.9 1.500 8.642 213.3 12.948 10.077 319.5 248.7 Ericsson 4449 B5/B12 15.0 13.2 10.4 71.0 1.200 1.485 36.6 1.200 1.170 28.9 1.406 1.249 34.7 30.8 Ericsson 8843 B2/B66A 15.0 13.2 11.1 75.0 1.200 1.485 36.6 1.200 1.249 30.8 1.426 1.308 35.2 32.3 Ericsson RRUS 32 B30 23.1 11.5 6.4 53.0 1.200 1.992 49.2 1.249 1.154 28.5 1.783 1.364 44.0 33.7 Ericsson 4478 B14 15.0 13.2 7.2 59.9 1.200 1.485 36.6 1.200 0.810 20.0 1.316 0.979 32.5 24.2 Raycap DC6-48-60-18-8F 31.4 11.0 11.0 32.8 0.700 1.511 37.3 0.700 1.511 37.3 1.511 1.511 37.3 37.3 Raycap DC9-48-60-24-8C-EV 31.4 10.2 10.2 26.2 0.700 1.401 34.6 0.700 1.401 34.6 1.401 1.401 34.6 34.6 Member Width (in) Shape Ca (max)Fa (lbs./ft) PIPE_4.0X 4.50 Round 1.20 9.99 PIPE_2.0 2.38 Round 1.20 5.27 PIPE_2.5 2.88 Round 1.20 6.39 HSS 4X4X3 4.00 Flat 2.00 14.81 PL6X3/8 6.00 Flat 2.00 22.21 L2.5X2.5X3 2.50 Flat 2.00 9.25 P1000 1.63 Flat 2.00 6.02 Antenna Wind EPA based on Wind Tunnel Test. qz(psf) Appurtenance Wind Wind Load Calculation Per TIA-222-H Member Wind Date: 05-14-2025 Designed By: V.A. Site Number SICA001904 FA Code 10087182 Checked By: C.M. 1 1.068 2 1 0.475 0.534 0.046992 0.046992 0.534 0.534 0.214 Design Spectral Response Parameter, S DS Section 2.7.5 Seismic Load Parameter Calculation Reference Code: TIA-222-H Amplification Factor, AS Section 16.7 Response Modification Factor, R Section 16.7 Seismic Importance Factor, I Table 2-3 MCER Ground Motion, S1 Section 2.7.4 Vertical Seismic Load Effect Factor = A S0.2(SDS)Section 2.7.6 Seismic Response Coefficient, C S = SDS I/R Section 2.7.7.1CS min = 0.044SDSI ≥ 0.03 CS min = 0.8S1/(R/I), if S1 ≥0.6 Cs,used Lateral Seismic Load Effect Factor= A SCs,used Section 2.7.6 Appendix C Software Output BC Architects Engineers, PLC Vineeth Aravelli SICA001904 - 10087182 Antenna Mount Analysis Render May 14, 2025 at 4:27 PM SICA001904 - 10087182.r3d Y XZ Envelope Only Solution BC Architects Engineers, PLC Vineeth Aravelli SICA001904 - 10087182 Antenna Mount Analysis Shapes May 14, 2025 at 4:28 PM SICA001904 - 10087182.r3d PIPE_2.0 PIPE_2.0 PIPE_2.0 PI P E _ 2 . 0 PI P E _ 2 . 0 PI P E _ 2 . 5 PI P E _ 2 . 0 PL6"X3/8" PL6"X3/8" HSS4X4X3 PL6"X3/8" PL6"X3/8" HSS4X4X3 HSS4X4X3 L2.5x2.5x3 L2.5x2.5x3 L2.5x2.5x3 L2.5x2.5x3L2.5x2.5x3 L2.5x2.5x3 PL6"X3/8"PL6"X3/8" PL6"X3/8"PL6"X3/8" PL6"X3/8" PL6"X3/8" PIPE_4.0X PIPE_4.0XPIPE_4.0X PIPE_4.0X PIPE_4.0X PL6"X3/8"PL6"X3/8" PIPE_4.0X PIPE_4.0X PIPE_4.0X PIPE_4.0X PIPE_4.0 X PL6"X3/8" PL6"X3/8" PIPE_4.0XPIPE_4.0XPIPE_4.0XPIPE_4.0XPIPE_4.0X PL6"X3/8" PL6"X3/8" PI P E _ 2 . 0 PI P E _ 2 . 0 PI P E _ 2 . 0 PI P E _ 2 . 0 PI P E _ 2 . 0 PI P E _ 2 . 0 PI P E _ 2 . 0 PL6"X3/8" PI P E _ 2 . 0 PL6"X3/8" PI P E _ 2 . 0 PI P E _ 2 . 0 PI P E _ 2 . 5 PI P E _ 2 . 0 PI P E _ 2 . 0 PI P E _ 2 . 0 PI P E _ 2 . 0 PI P E _ 2 . 0 PL6"X3/8" PI P E _ 2 . 0 PI P E _ 2 . 0 PL6"X3/8" PI P E _ 2 . 0 PI P E _ 2 . 5 PI P E _ 2 . 0 PI P E _ 2 . 0 PI P E _ 2 . 0 PI P E _ 2 . 0 PI P E _ 2 . 0 PL6"X3/8" PI P E _ 2 . 0 PL6"X3/8" PL6"X3/8" PL6"X3/8" Y XZ Envelope Only Solution BC Architects Engineers, PLC Vineeth Aravelli SICA001904 - 10087182 Antenna Mount Analysis Labels May 14, 2025 at 4:28 PM SICA001904 - 10087182.r3d M1 M2 M3 M6 M7 M8 M9 M10 M11 M12 M13M14M15 M16 M19 M20 M22 M23 M25 M26 M29 M30 M31 M32 M33 M34 M35 M36M37M38 M39 M40M41 M42 M43 M44 M45 M46 M47M48 M49 M50 M51 M52 M53 M54M55 M6 0 M6 4 M6 8 M7 2 M7 8 M7 9 M8 6 M89 M9 0 M93 M1 0 2 M1 0 3 M1 0 4 M1 0 5 M1 1 0 M1 1 1 M1 1 6 M1 1 9 M132 M1 3 3 M1 3 4 M139 M1 4 0 M1 4 3 M1 4 4 M1 4 5 M1 5 0 M1 5 1 M1 5 6 M161 M1 6 3 M166 M172 M173 Y XZ Envelope Only Solution BC Architects Engineers, PLC Vineeth Aravelli SICA001904 - 10087182 Antenna Mount Analysis Equipment May 14, 2025 at 4:30 PM SICA001904 - 10087182.r3d Y XZ Envelope Only Solution (1) CommScope NNH4-65C-R6-V3 (1) Ericsson 4449 B5/B12 (1) Ericsson 8843 B2/B66A (1) Quintel QS8658-3 (1) Quintel QD8612-7 (1) Raycap DC9 (1) Ericsson AIR6419 B77G (1) Ericsson AIR6449 B77D (1) Ericsson RRUS-32 B30 (1) Raycap DC6 (1) Ericsson 4478 B14 BC Architects Engineers, PLC Vineeth Aravelli SICA001904 - 10087182 Antenna Mount Analysis Dead Loads May 14, 2025 at 4:30 PM SICA001904 - 10087182.r3d -30lb -30lb -30lb -30lb -30lb -30lb -51lb -51lb -55lb -63.5lb -55lb -63.5lb -33.1lb -33.1lb -33.1lb -33.1lb -73lb -73lb -26.5lb -26.5lb -26.2lb -32.8lb -32.8lb -51lb -51lb -55lb -63.5lb -55lb -63.5lb -33.1lb -33.1lb -33.1lb -33.1lb -73lb -73lb -26.5lb -26.5lb -63.5lb -63.5lb -26.5lb -26.5lb -73lb -73lb -55lb -51lb -55lb -51lb -33.1lb -33.1lb -33.1lb -33.1lb -32.8lb Y XZ Loads: BLC 1, DL Envelope Only Solution BC Architects Engineers, PLC Vineeth Aravelli SICA001904 - 10087182 Antenna Mount Analysis WLX May 14, 2025 at 4:31 PM SICA001904 - 10087182.r3d 4.564lb/ft 4.564lb/ft 5.27lb/ft 5.27lb/ft 6.39lb/ft 5.27lb/ft 22.21lb/ft 22.21lb/ft 14.81lb/ft 11.105lb/ft 11.105lb/ft 7.405lb/ft 7.405lb/ft 6.379lb/ft 6.379lb/ft 2.611lb/ft 8.991lb/ft 8.991lb/ft 2.611lb/ft 19.234lb/ft 19.234lb/ft 19.234lb/ft 19.234lb/ft 5.532lb/ft6.781lb/ft7.06lb/ft7.733lb/ft9.21lb/ft19.234lb/ft19.234lb/ft 9.99lb/ft9.99lb/ft 9.99lb/ft 9.99lb/ft 9.99lb/ft 5.532lb/ft6.781lb/ft 7.06lb/ft 7.733lb/ft 9.21lb/ft 19.234lb/ft 19.234lb/ft 5.27lb/ft 5.27lb/ft 5.27lb/ft 5.27lb/ft 5.27lb/ft 5.27lb/ft 5.27lb/ft 22.082lb/ft 5.27lb/ft 22.082lb/ft 5.27lb/ft 5.27lb/ft 6.39lb/ft 5.27lb/ft 5.27lb/ft 5.27lb/ft 5.27lb/ft 5.27lb/ft 8.976lb/ft 5.27lb/ft5.27lb/ft 13.105lb/ft 5.27lb/ft 6.39lb/ft 5.27lb/ft 5.27lb/ft 5.27lb/ft 5.27lb/ft 5.27lb/ft 11.105lb/ft 5.27lb/ft 11.105lb/ft 8.976lb/ft 13.105lb/ft 10lb 10lb 16.2lb 16.2lb 16.2lb 16.2lb 40.7lb 40.7lb 101.4lb 106.6lb 101.4lb 106.6lb 13.6lb 13.6lb 20lb 20lb 18.3lb 18.3lb 24.6lb 24.6lb 34.6lb 37.3lb 37.3lb 99.9lb 99.9lb 120.9lb 159.8lb 120.9lb 159.8lb 33.3lb 33.3lb 36.5lb 36.5lb 17.6lb 17.6lb 22lb 22lb 159.8lb 159.8lb 22lb 22lb 17.6lb 17.6lb 120.9lb 99.9lb 120.9lb 99.9lb 33.3lb 33.3lb 36.5lb 36.5lb 37.3lb Y XZ Loads: BLC 2, WLX Envelope Only Solution BC Architects Engineers, PLC Vineeth Aravelli SICA001904 - 10087182 Antenna Mount Analysis WLZ May 14, 2025 at 4:31 PM SICA001904 - 10087182.r3d 5.27lb/ft 2.635lb/ft 2.635lb/ft 5.27lb/ft 5.27lb/ft 6.39lb/ft 5.27lb/ft 19.234lb/ft 19.234lb/ft 12.826lb/ft 12.826lb/ft 6.698lb/ft 6.698lb/ft 8.874lb/ft 2.176lb/ft 2.176lb/ft 8.874lb/ft 11.105lb/ft 11.105lb/ft 22.21lb/ft 22.21lb/ft 11.105lb/ft 11.105lb/ft 8.76lb/ft9.048lb/ft9.119lb/ft9.299lb/ft9.737lb/ft 11.105lb/ft11.105lb/ft 2.744lb/ft5.295lb/ft 5.761lb/ft 6.816lb/ft 8.935lb/ft 22.21lb/ft 22.21lb/ft 8.76lb/ft9.048lb/ft 9.119lb/ft 9.299lb/ft 9.737lb/ft 11.105lb/ft 11.105lb/ft 5.27lb/ft 5.27lb/ft 5.27lb/ft 5.27lb/ft 5.27lb/ft 5.27lb/ft 5.27lb/ft 2.384lb/ft 5.27lb/ft 2.384lb/ft 5.27lb/ft 5.27lb/ft 6.39lb/ft 5.27lb/ft 5.27lb/ft 5.27lb/ft 5.27lb/ft 5.27lb/ft 20.315lb/ft 5.27lb/ft5.27lb/ft 17.931lb/ft 5.27lb/ft 6.39lb/ft 5.27lb/ft 5.27lb/ft 5.27lb/ft 5.27lb/ft 5.27lb/ft 19.234lb/ft 5.27lb/ft 19.234lb/ft 20.315lb/ft 17.931lb/ft 18.3lb 18.3lb 12.1lb 12.1lb 12.1lb 12.1lb 119.7lb 119.7lb 127.4lb 177.5lb 127.4lb 177.5lb 39.9lb 39.9lb 42lb 42lb 29.8lb 29.8lb 14.2lb 14.2lb 34.6lb 37.3lb 37.3lb 60.5lb 60.5lb 107.9lb 124.3lb 107.9lb 124.3lb 20.1lb 20.1lb 25.5lb 25.5lb 31.5lb 31.5lb 16.8lb 16.8lb 124.3lb 124.3lb 16.8lb 16.8lb 31.5lb 31.5lb 107.9lb 60.5lb 107.9lb 60.5lb 20.1lb 20.1lb 25.5lb 25.5lb 37.3lb Y XZ Loads: BLC 3, WLZ Envelope Only Solution BC Architects Engineers, PLC Vineeth Aravelli SICA001904 - 10087182 Antenna Mount Analysis LLm (P1) May 14, 2025 at 4:32 PM SICA001904 - 10087182.r3d -500lb Y XZ Loads: BLC 4, Lm(1) Envelope Only Solution BC Architects Engineers, PLC Vineeth Aravelli SICA001904 - 10087182 Antenna Mount Analysis LLv (1) May 14, 2025 at 4:33 PM SICA001904 - 10087182.r3d -250lb Y XZ Loads: BLC 22, Lv(7) Envelope Only Solution Company : BC Architects Engineers, PLC May 14, 2025 4:33 PMDesigner : Vineeth Aravelli Job Number : SICA001904 - 10087182 Checked By: Rama Kristam Model Name : Antenna Mount Analysis (Global) Model Settings Display Sections for Member Calcs Max Internal Sections for Member Calcs Include Shear Deformation? Increase Nailing Capacity for Wind? Include Warping? Trans Load Btwn Intersecting Wood Wall? Area Load Mesh (in^2) Merge Tolerance (in) P-Delta Analysis Tolerance Include P-Delta for Walls? Automatically Iterate Stiffness for Walls? Max Iterations for Wall Stiffness Gravity Acceleration (in/sec^2) Wall Mesh Size (in) Eigensolution Convergence Tol. (1.E-) Vertical Axis Global Member Orientation Plane Static Solver Dynamic Solver 5 97 Yes Yes Yes Yes 144 .12 0.50% Yes Yes 3 386.4 24 4 Y XZ Sparse Accelerated Accelerated Solver Hot Rolled Steel Code Adjust Stiffness? RISAConnection Code Cold Formed Steel Code Wood Code Wood Temperature Concrete Code Masonry Code Aluminum Code Stainless Steel Code Adjust Stiffness? AISC 15th(360-16): LRFD Yes(Iterative) AISC 15th(360-16): LRFD AISI S100-16: LRFD None < 100F ACI 318-14 TMS 402-16: ASD None - Building AISC 14th(360-10): ASD Yes(Iterative) RISA-3D Version 17.0.4 Page 1 [C:\...\...\...\...\...\...\Jacobs\Southern California\10087182 - WSLOS0068668\MA REV0\SICA001904 - 10087182.r3d] Company : BC Architects Engineers, PLC May 14, 2025 4:33 PMDesigner : Vineeth Aravelli Job Number : SICA001904 - 10087182 Checked By: Rama Kristam Model Name : Antenna Mount Analysis (Global) Model Settings, Continued Number of Shear Regions Region Spacing Increment (in) Biaxial Column Method Parme Beta Factor (PCA) Concrete Stress Block Use Cracked Sections? Use Cracked Sections Slab? Bad Framing Warnings? Unused Force Warnings? Min 1 Bar Diam. Spacing? Concrete Rebar Set Min % Steel for Column Max % Steel for Column 4 4 Exact Integration .65 Rectangular Yes No No Yes No REBAR_SET_ASTMA615 1 8 Seismic Code Seismic Base Elevation (in) Add Base Weight? Ct X Ct Z T X (sec) T Z (sec) R X R Z Ct Exp. X Ct Exp. Z SD1 SDS S1 TL (sec) Risk Cat Drift Cat ASCE 7-16 Not Entered Yes .02 .02 Not Entered Not Entered 3 3 .75 .75 1 1 1 5 I or II Other Om Z Om X Cd Z Cd X Rho Z Rho X 1 1 4 4 1 1 RISA-3D Version 17.0.4 Page 2 [C:\...\...\...\...\...\...\Jacobs\Southern California\10087182 - WSLOS0068668\MA REV0\SICA001904 - 10087182.r3d] Company : BC Architects Engineers, PLC May 14, 2025 4:33 PMDesigner : Vineeth Aravelli Job Number : SICA001904 - 10087182 Checked By: Rama Kristam Model Name : Antenna Mount Analysis Hot Rolled Steel Properties Label E [ksi] G [ksi] Nu Therm (/1E5 F) Density[k/ft^3] Yield[ksi] Ry Fu[ksi] Rt 1 A992 29000 11154 .3 .65 .49 50 1.1 65 1.1 2 A36 Gr.36 29000 11154 .3 .65 .49 36 1.5 58 1.2 3 A572 Gr.50 29000 11154 .3 .65 .49 50 1.1 65 1.1 4 A500 Gr.B RND 29000 11154 .3 .65 .527 42 1.4 58 1.3 5 A500 Gr.B Rect 29000 11154 .3 .65 .527 46 1.4 58 1.3 6 A53 Gr.B 29000 11154 .3 .65 .49 35 1.6 60 1.2 7 A1085 29000 11154 .3 .65 .49 50 1.25 65 1.15 8 A913 Gr.65 29000 11154 .3 .65 .49 65 1.1 80 1.1 9 SAE J429 GR-2 29000 11154 .3 .65 .49 36 1.5 58 1.2 Cold Formed Steel Properties Label E [ksi] G [ksi] Nu Therm (/1E5 F) Density[k/ft^3] Yield[ksi] Fu[ksi] 1 A653 SS Gr33 29500 11346 .3 .65 .49 33 45 2 A653 SS Gr50/1 29500 11346 .3 .65 .49 50 65 Hot Rolled Steel Section Sets Label Shape Type Design List Material Design Rules A [in2] Iyy [in4] Izz [in4] J [in4] 1 Cobra Arm PIPE_4.0X Beam Pipe A53 Gr.B Typical 4.14 9.12 9.12 18.2 2 Face Horizontal PL6"X3/8"Beam RECT A36 Gr.36 Typical 18 13.5 54 37.079 3 Mount Pipe PIPE_2.0 Beam Wide Flange A53 Gr.B Typical 1.02 .627 .627 1.25 4 Stand-Off Horizontal HSS4X4X3 Column Tube A500 Gr.B Rect Typical 2.58 6.21 6.21 10 5 Bracing Pipe PIPE_2.0 Column Pipe A53 Gr.B Typical 1.02 .627 .627 1.25 6 PRK-SFS L2.5x2.5x3 Column Single Angle A36 Gr.36 Typical .901 .535 .535 .011 7 Mount Pipe 1 PIPE_2.5 Beam Wide Flange A53 Gr.B Typical 1.61 1.45 1.45 2.89 Cold Formed Steel Section Sets Label Shape Type Design List Material Design Rules A [in2] Iyy [in4] Izz [in4] J [in4] 1 Unistrut P1000 Beam CU A653 SS Gr33 Typical .55 .173 .233 .002 Hot Rolled Steel Design Parameters Label Shape Length[in] Lbyy[in] Lbzz[in] Lcomp top[in] Lcomp bot[in] L-torque[in] Kyy Kzz Cb Function 1 M1 Bracing Pipe 126 52.655 52.655 Lbyy Lateral 2 M2 Bracing Pipe 126 52.655 52.655 Lbyy Lateral RISA-3D Version 17.0.4 Page 3 [C:\...\...\...\...\...\...\Jacobs\Southern California\10087182 - WSLOS0068668\MA REV0\SICA001904 - 10087182.r3d] Company : BC Architects Engineers, PLC May 14, 2025 4:33 PMDesigner : Vineeth Aravelli Job Number : SICA001904 - 10087182 Checked By: Rama Kristam Model Name : Antenna Mount Analysis Hot Rolled Steel Design Parameters (Continued) Label Shape Length[in] Lbyy[in] Lbzz[in] Lcomp top[in] Lcomp bot[in] L-torque[in] Kyy Kzz Cb Function 3 M3 Bracing Pipe 126 52.655 52.655 Lbyy Lateral 4 M6 Mount Pipe 126 Lbyy Lateral 5 M7 Mount Pipe 126 Lbyy Lateral 6 M8 Mount Pipe 1 126 Lbyy Lateral 7 M9 Mount Pipe 126 Lbyy Lateral 8 M10 Face Horizontal 6 Lbyy Lateral 9 M11 Face Horizontal 6 Lbyy Lateral 10 M12 Stand-Off Horizo...24 Lbyy Lateral 11 M13 Face Horizontal 6 Lbyy Lateral 12 M14 Face Horizontal 6 Lbyy Lateral 13 M15 Stand-Off Horizo...24 Lbyy Lateral 14 M16 Stand-Off Horizo...24 Lbyy Lateral 15 M19 PRK-SFS 43.5 Lbyy Lateral 16 M20 PRK-SFS 43.5 Lbyy Lateral 17 M22 PRK-SFS 43.5 Lbyy Lateral 18 M23 PRK-SFS 43.5 Lbyy Lateral 19 M25 PRK-SFS 43.5 Lbyy Lateral 20 M26 PRK-SFS 43.5 Lbyy Lateral 21 M29 Face Horizontal 19.141 Lbyy Lateral 22 M30 Face Horizontal 19.14 Lbyy Lateral 23 M31 Face Horizontal 19.141 Lbyy Lateral 24 M32 Face Horizontal 19.141 Lbyy Lateral 25 M33 Face Horizontal 19.141 Lbyy Lateral 26 M34 Face Horizontal 19.141 Lbyy Lateral 27 M35 Cobra Arm 18.2 Lbyy Lateral 28 M36 Cobra Arm 9.434 Lbyy Lateral 29 M37 Cobra Arm 10.404 Lbyy Lateral 30 M38 Cobra Arm 10.259 Lbyy Lateral 31 M39 Cobra Arm 7.826 Lbyy Lateral 32 M40 Face Horizontal 3.75 Lbyy Lateral 33 M41 Face Horizontal 3.75 Lbyy Lateral 34 M42 Cobra Arm 18.2 Lbyy Lateral 35 M43 Cobra Arm 9.434 Lbyy Lateral 36 M44 Cobra Arm 10.404 Lbyy Lateral 37 M45 Cobra Arm 10.259 Lbyy Lateral 38 M46 Cobra Arm 7.826 Lbyy Lateral 39 M47 Face Horizontal 3.75 Lbyy Lateral 40 M48 Face Horizontal 3.75 Lbyy Lateral 41 M49 Cobra Arm 18.2 Lbyy Lateral 42 M50 Cobra Arm 9.434 Lbyy Lateral RISA-3D Version 17.0.4 Page 4 [C:\...\...\...\...\...\...\Jacobs\Southern California\10087182 - WSLOS0068668\MA REV0\SICA001904 - 10087182.r3d] Company : BC Architects Engineers, PLC May 14, 2025 4:33 PMDesigner : Vineeth Aravelli Job Number : SICA001904 - 10087182 Checked By: Rama Kristam Model Name : Antenna Mount Analysis Hot Rolled Steel Design Parameters (Continued) Label Shape Length[in] Lbyy[in] Lbzz[in] Lcomp top[in] Lcomp bot[in] L-torque[in] Kyy Kzz Cb Function 43 M51 Cobra Arm 10.404 Lbyy Lateral 44 M52 Cobra Arm 10.259 Lbyy Lateral 45 M53 Cobra Arm 7.826 Lbyy Lateral 46 M54 Face Horizontal 3.75 Lbyy Lateral 47 M55 Face Horizontal 3.75 Lbyy Lateral 48 M60 Mount Pipe 120 Lbyy Lateral 49 M64 Mount Pipe 120 Lbyy Lateral 50 M68 Mount Pipe 120 Lbyy Lateral 51 M72 Mount Pipe 120 Lbyy Lateral 52 M78 Mount Pipe 48 Lbyy Lateral 53 M79 Mount Pipe 48 Lbyy Lateral 54 M86 Mount Pipe 48 Lbyy Lateral 55 M89 Face Horizontal 10.516 Lbyy Lateral 56 M90 Mount Pipe 48 Lbyy Lateral 57 M93 Face Horizontal 10.516 Lbyy Lateral 58 M102 Mount Pipe 126 Lbyy Lateral 59 M103 Mount Pipe 126 Lbyy Lateral 60 M104 Mount Pipe 1 126 Lbyy Lateral 61 M105 Mount Pipe 126 Lbyy Lateral 62 M110 Mount Pipe 48 Lbyy Lateral 63 M111 Mount Pipe 48 Lbyy Lateral 64 M116 Mount Pipe 48 Lbyy Lateral 65 M119 Mount Pipe 48 Lbyy Lateral 66 M132 Face Horizontal 10.516 Lbyy Lateral 67 M133 Mount Pipe 126 Lbyy Lateral 68 M134 Mount Pipe 48 Lbyy Lateral 69 M139 Face Horizontal 10.516 Lbyy Lateral 70 M140 Mount Pipe 48 Lbyy Lateral 71 M143 Mount Pipe 1 126 Lbyy Lateral 72 M144 Mount Pipe 126 Lbyy Lateral 73 M145 Mount Pipe 126 Lbyy Lateral 74 M150 Mount Pipe 126 Lbyy Lateral 75 M151 Mount Pipe 126 Lbyy Lateral 76 M156 Mount Pipe 48 Lbyy Lateral 77 M161 Face Horizontal 6 Lbyy Lateral 78 M163 Mount Pipe 48 Lbyy Lateral 79 M166 Face Horizontal 6 Lbyy Lateral 80 M172 Face Horizontal 10.516 Lbyy Lateral 81 M173 Face Horizontal 10.516 Lbyy Lateral RISA-3D Version 17.0.4 Page 5 [C:\...\...\...\...\...\...\Jacobs\Southern California\10087182 - WSLOS0068668\MA REV0\SICA001904 - 10087182.r3d] Company : BC Architects Engineers, PLC May 14, 2025 4:33 PMDesigner : Vineeth Aravelli Job Number : SICA001904 - 10087182 Checked By: Rama Kristam Model Name : Antenna Mount Analysis Cold Formed Steel Design Parameters Label Shape Length[in] Lbyy[in] Lbzz[in] Lcomp top[in] Lcomp bot[in] L-torque[in] Kyy Kzz Cb R a[in] Function No Data to Print ... Joint Loads and Enforced Displacements (BLC 1 : DL) Joint Label L,D,M Direction Magnitude[(lb,k-ft), (in,rad), (lb*s^2/in, lb*s... 1 N136 L Y -51 2 N137 L Y -51 3 N215 L Y -51 4 N216 L Y -51 5 N326 L Y -51 6 N328 L Y -51 7 N138 L Y -55 8 N140 L Y -55 9 N217 L Y -55 10 N219 L Y -55 11 N325 L Y -55 12 N327 L Y -55 13 N142 L Y -33.1 14 N143 L Y -33.1 15 N144 L Y -33.1 16 N145 L Y -33.1 17 N221 L Y -33.1 18 N222 L Y -33.1 19 N223 L Y -33.1 20 N224 L Y -33.1 21 N329 L Y -33.1 22 N330 L Y -33.1 23 N331 L Y -33.1 24 N332 L Y -33.1 25 N139 L Y -63.5 26 N141 L Y -63.5 27 N218 L Y -63.5 28 N220 L Y -63.5 29 N269 L Y -63.5 30 N270 L Y -63.5 31 N146 L Y -37.5 32 N147 L Y -37.5 33 N225 L Y -37.5 RISA-3D Version 17.0.4 Page 6 [C:\...\...\...\...\...\...\Jacobs\Southern California\10087182 - WSLOS0068668\MA REV0\SICA001904 - 10087182.r3d] Company : BC Architects Engineers, PLC May 14, 2025 4:33 PMDesigner : Vineeth Aravelli Job Number : SICA001904 - 10087182 Checked By: Rama Kristam Model Name : Antenna Mount Analysis Joint Loads and Enforced Displacements (BLC 1 : DL) (Continued) Joint Label L,D,M Direction Magnitude[(lb,k-ft), (in,rad), (lb*s^2/in, lb*s... 34 N226 L Y -37.5 35 N323 L Y -37.5 36 N324 L Y -37.5 37 N146 L Y -35.5 38 N147 L Y -35.5 39 N225 L Y -35.5 40 N226 L Y -35.5 41 N323 L Y -35.5 42 N324 L Y -35.5 43 N148 L Y -26.5 44 N149 L Y -26.5 45 N227 L Y -26.5 46 N228 L Y -26.5 47 N321 L Y -26.5 48 N322 L Y -26.5 49 N103 L Y -30 50 N104 L Y -30 51 N113 L Y -30 52 N114 L Y -30 53 N123 L Y -30 54 N124 L Y -30 55 N150 L Y -26.2 56 N151 L Y -32.8 57 N153 L Y -32.8 58 N353A L Y -32.8 Joint Loads and Enforced Displacements (BLC 2 : WLX) Joint Label L,D,M Direction Magnitude[(lb,k-ft), (in,rad), (lb*s^2/in, lb*s... 1 N136 L X 40.7 2 N137 L X 40.7 3 N138 L X 101.4 4 N140 L X 101.4 5 N142 L X 13.6 6 N143 L X 13.6 7 N144 L X 20 8 N145 L X 20 9 N139 L X 106.6 10 N141 L X 106.6 11 N215 L X 99.9 RISA-3D Version 17.0.4 Page 7 [C:\...\...\...\...\...\...\Jacobs\Southern California\10087182 - WSLOS0068668\MA REV0\SICA001904 - 10087182.r3d] Company : BC Architects Engineers, PLC May 14, 2025 4:33 PMDesigner : Vineeth Aravelli Job Number : SICA001904 - 10087182 Checked By: Rama Kristam Model Name : Antenna Mount Analysis Joint Loads and Enforced Displacements (BLC 2 : WLX) (Continued) Joint Label L,D,M Direction Magnitude[(lb,k-ft), (in,rad), (lb*s^2/in, lb*s... 12 N216 L X 99.9 13 N326 L X 99.9 14 N328 L X 99.9 15 N217 L X 120.9 16 N219 L X 120.9 17 N325 L X 120.9 18 N327 L X 120.9 19 N221 L X 33.3 20 N222 L X 33.3 21 N329 L X 33.3 22 N330 L X 33.3 23 N223 L X 36.5 24 N224 L X 36.5 25 N331 L X 36.5 26 N332 L X 36.5 27 N218 L X 159.8 28 N220 L X 159.8 29 N269 L X 159.8 30 N270 L X 159.8 31 N146 L X 18.3 32 N147 L X 18.3 33 N148 L X 24.6 34 N149 L X 24.6 35 N103 L X 10 36 N104 L X 10 37 N225 L X 17.6 38 N226 L X 17.6 39 N323 L X 17.6 40 N324 L X 17.6 41 N227 L X 22 42 N228 L X 22 43 N321 L X 22 44 N322 L X 22 45 N113 L X 16.2 46 N114 L X 16.2 47 N123 L X 16.2 48 N124 L X 16.2 49 N150 L X 34.6 50 N151 L X 37.3 51 N153 L X 37.3 RISA-3D Version 17.0.4 Page 8 [C:\...\...\...\...\...\...\Jacobs\Southern California\10087182 - WSLOS0068668\MA REV0\SICA001904 - 10087182.r3d] Company : BC Architects Engineers, PLC May 14, 2025 4:33 PMDesigner : Vineeth Aravelli Job Number : SICA001904 - 10087182 Checked By: Rama Kristam Model Name : Antenna Mount Analysis Joint Loads and Enforced Displacements (BLC 2 : WLX) (Continued) Joint Label L,D,M Direction Magnitude[(lb,k-ft), (in,rad), (lb*s^2/in, lb*s... 52 N353A L X 37.3 Joint Loads and Enforced Displacements (BLC 3 : WLZ) Joint Label L,D,M Direction Magnitude[(lb,k-ft), (in,rad), (lb*s^2/in, lb*s... 1 N136 L Z 119.7 2 N137 L Z 119.7 3 N138 L Z 127.4 4 N140 L Z 127.4 5 N142 L Z 39.9 6 N143 L Z 39.9 7 N144 L Z 42 8 N145 L Z 42 9 N139 L Z 177.5 10 N141 L Z 177.5 11 N215 L Z 60.5 12 N216 L Z 60.5 13 N326 L Z 60.5 14 N328 L Z 60.5 15 N217 L Z 107.9 16 N219 L Z 107.9 17 N325 L Z 107.9 18 N327 L Z 107.9 19 N221 L Z 20.1 20 N222 L Z 20.1 21 N329 L Z 20.1 22 N330 L Z 20.1 23 N223 L Z 25.5 24 N224 L Z 25.5 25 N331 L Z 25.5 26 N332 L Z 25.5 27 N218 L Z 124.3 28 N220 L Z 124.3 29 N269 L Z 124.3 30 N270 L Z 124.3 31 N146 L Z 15.4 32 N147 L Z 15.4 33 N146 L Z 14.4 34 N147 L Z 14.4 35 N148 L Z 14.2 RISA-3D Version 17.0.4 Page 9 [C:\...\...\...\...\...\...\Jacobs\Southern California\10087182 - WSLOS0068668\MA REV0\SICA001904 - 10087182.r3d] Company : BC Architects Engineers, PLC May 14, 2025 4:33 PMDesigner : Vineeth Aravelli Job Number : SICA001904 - 10087182 Checked By: Rama Kristam Model Name : Antenna Mount Analysis Joint Loads and Enforced Displacements (BLC 3 : WLZ) (Continued) Joint Label L,D,M Direction Magnitude[(lb,k-ft), (in,rad), (lb*s^2/in, lb*s... 36 N149 L Z 14.2 37 N103 L Z 18.3 38 N104 L Z 18.3 39 N225 L Z 16.1 40 N226 L Z 16.1 41 N323 L Z 16.1 42 N324 L Z 16.1 43 N225 L Z 15.4 44 N226 L Z 15.4 45 N323 L Z 15.4 46 N324 L Z 15.4 47 N227 L Z 16.8 48 N228 L Z 16.8 49 N321 L Z 16.8 50 N322 L Z 16.8 51 N113 L Z 12.1 52 N114 L Z 12.1 53 N123 L Z 12.1 54 N124 L Z 12.1 55 N150 L Z 34.6 56 N151 L Z 37.3 57 N153 L Z 37.3 58 N353A L Z 37.3 Joint Loads and Enforced Displacements (BLC 4 : Lm(1)) Joint Label L,D,M Direction Magnitude[(lb,k-ft), (in,rad), (lb*s^2/in, lb*s... 1 N185 L Y -500 Joint Loads and Enforced Displacements (BLC 5 : Lm(2)) Joint Label L,D,M Direction Magnitude[(lb,k-ft), (in,rad), (lb*s^2/in, lb*s... 1 N184 L Y -500 Joint Loads and Enforced Displacements (BLC 6 : Lm(3)) Joint Label L,D,M Direction Magnitude[(lb,k-ft), (in,rad), (lb*s^2/in, lb*s... 1 N183 L Y -500 Joint Loads and Enforced Displacements (BLC 7 : Lm(4)) Joint Label L,D,M Direction Magnitude[(lb,k-ft), (in,rad), (lb*s^2/in, lb*s... RISA-3D Version 17.0.4 Page 10 [C:\...\...\...\...\...\...\Jacobs\Southern California\10087182 - WSLOS0068668\MA REV0\SICA001904 - 10087182.r3d] Company : BC Architects Engineers, PLC May 14, 2025 4:33 PMDesigner : Vineeth Aravelli Job Number : SICA001904 - 10087182 Checked By: Rama Kristam Model Name : Antenna Mount Analysis Joint Loads and Enforced Displacements (BLC 7 : Lm(4)) (Continued) Joint Label L,D,M Direction Magnitude[(lb,k-ft), (in,rad), (lb*s^2/in, lb*s... 1 N186 L Y -500 Joint Loads and Enforced Displacements (BLC 8 : Lm(5)) Joint Label L,D,M Direction Magnitude[(lb,k-ft), (in,rad), (lb*s^2/in, lb*s... 1 N259 L Y -500 Joint Loads and Enforced Displacements (BLC 9 : Lm(6)) Joint Label L,D,M Direction Magnitude[(lb,k-ft), (in,rad), (lb*s^2/in, lb*s... 1 N258 L Y -500 Joint Loads and Enforced Displacements (BLC 10 : Lm(7)) Joint Label L,D,M Direction Magnitude[(lb,k-ft), (in,rad), (lb*s^2/in, lb*s... 1 N257 L Y -500 Joint Loads and Enforced Displacements (BLC 11 : Lm(8)) Joint Label L,D,M Direction Magnitude[(lb,k-ft), (in,rad), (lb*s^2/in, lb*s... 1 N260 L Y -500 Joint Loads and Enforced Displacements (BLC 12 : Lm(9)) Joint Label L,D,M Direction Magnitude[(lb,k-ft), (in,rad), (lb*s^2/in, lb*s... 1 N287 L Y -500 Joint Loads and Enforced Displacements (BLC 13 : Lm(10)) Joint Label L,D,M Direction Magnitude[(lb,k-ft), (in,rad), (lb*s^2/in, lb*s... 1 N291 L Y -500 Joint Loads and Enforced Displacements (BLC 14 : Lm(11)) Joint Label L,D,M Direction Magnitude[(lb,k-ft), (in,rad), (lb*s^2/in, lb*s... 1 N289 L Y -500 Joint Loads and Enforced Displacements (BLC 15 : Lm(12)) Joint Label L,D,M Direction Magnitude[(lb,k-ft), (in,rad), (lb*s^2/in, lb*s... 1 N278 L Y -500 Joint Loads and Enforced Displacements (BLC 16 : Lv(1)) Joint Label L,D,M Direction Magnitude[(lb,k-ft), (in,rad), (lb*s^2/in, lb*s... RISA-3D Version 17.0.4 Page 11 [C:\...\...\...\...\...\...\Jacobs\Southern California\10087182 - WSLOS0068668\MA REV0\SICA001904 - 10087182.r3d] Company : BC Architects Engineers, PLC May 14, 2025 4:33 PMDesigner : Vineeth Aravelli Job Number : SICA001904 - 10087182 Checked By: Rama Kristam Model Name : Antenna Mount Analysis Joint Loads and Enforced Displacements (BLC 16 : Lv(1)) (Continued) Joint Label L,D,M Direction Magnitude[(lb,k-ft), (in,rad), (lb*s^2/in, lb*s... 1 N2 L Y -250 Joint Loads and Enforced Displacements (BLC 17 : Lv(2)) Joint Label L,D,M Direction Magnitude[(lb,k-ft), (in,rad), (lb*s^2/in, lb*s... 1 N1 L Y -250 Joint Loads and Enforced Displacements (BLC 18 : Lv(3)) Joint Label L,D,M Direction Magnitude[(lb,k-ft), (in,rad), (lb*s^2/in, lb*s... 1 N10 L Y -250 Joint Loads and Enforced Displacements (BLC 19 : Lv(4)) Joint Label L,D,M Direction Magnitude[(lb,k-ft), (in,rad), (lb*s^2/in, lb*s... 1 N9 L Y -250 Joint Loads and Enforced Displacements (BLC 20 : Lv(5)) Joint Label L,D,M Direction Magnitude[(lb,k-ft), (in,rad), (lb*s^2/in, lb*s... 1 N8 L Y -250 Joint Loads and Enforced Displacements (BLC 21 : Lv(6)) Joint Label L,D,M Direction Magnitude[(lb,k-ft), (in,rad), (lb*s^2/in, lb*s... 1 N7 L Y -250 Joint Loads and Enforced Displacements (BLC 25 : Ev) Joint Label L,D,M Direction Magnitude[(lb,k-ft), (in,rad), (lb*s^2/in, lb*s... 1 N136 L Y -51 2 N137 L Y -51 3 N215 L Y -51 4 N216 L Y -51 5 N326 L Y -51 6 N328 L Y -51 7 N138 L Y -55 8 N140 L Y -55 9 N217 L Y -55 10 N219 L Y -55 11 N325 L Y -55 12 N327 L Y -55 13 N142 L Y -33.1 RISA-3D Version 17.0.4 Page 12 [C:\...\...\...\...\...\...\Jacobs\Southern California\10087182 - WSLOS0068668\MA REV0\SICA001904 - 10087182.r3d] Company : BC Architects Engineers, PLC May 14, 2025 4:33 PMDesigner : Vineeth Aravelli Job Number : SICA001904 - 10087182 Checked By: Rama Kristam Model Name : Antenna Mount Analysis Joint Loads and Enforced Displacements (BLC 25 : Ev) (Continued) Joint Label L,D,M Direction Magnitude[(lb,k-ft), (in,rad), (lb*s^2/in, lb*s... 14 N143 L Y -33.1 15 N144 L Y -33.1 16 N145 L Y -33.1 17 N221 L Y -33.1 18 N222 L Y -33.1 19 N223 L Y -33.1 20 N224 L Y -33.1 21 N329 L Y -33.1 22 N330 L Y -33.1 23 N331 L Y -33.1 24 N332 L Y -33.1 25 N139 L Y -63.5 26 N141 L Y -63.5 27 N218 L Y -63.5 28 N220 L Y -63.5 29 N269 L Y -63.5 30 N270 L Y -63.5 31 N146 L Y -37.5 32 N147 L Y -37.5 33 N225 L Y -37.5 34 N226 L Y -37.5 35 N323 L Y -37.5 36 N324 L Y -37.5 37 N146 L Y -35.5 38 N147 L Y -35.5 39 N225 L Y -35.5 40 N226 L Y -35.5 41 N323 L Y -35.5 42 N324 L Y -35.5 43 N148 L Y -26.5 44 N149 L Y -26.5 45 N227 L Y -26.5 46 N228 L Y -26.5 47 N321 L Y -26.5 48 N322 L Y -26.5 49 N103 L Y -30 50 N104 L Y -30 51 N113 L Y -30 52 N114 L Y -30 53 N123 L Y -30 RISA-3D Version 17.0.4 Page 13 [C:\...\...\...\...\...\...\Jacobs\Southern California\10087182 - WSLOS0068668\MA REV0\SICA001904 - 10087182.r3d] Company : BC Architects Engineers, PLC May 14, 2025 4:33 PMDesigner : Vineeth Aravelli Job Number : SICA001904 - 10087182 Checked By: Rama Kristam Model Name : Antenna Mount Analysis Joint Loads and Enforced Displacements (BLC 25 : Ev) (Continued) Joint Label L,D,M Direction Magnitude[(lb,k-ft), (in,rad), (lb*s^2/in, lb*s... 54 N124 L Y -30 55 N150 L Y -26.2 56 N151 L Y -32.8 57 N153 L Y -32.8 58 N353A L Y -32.8 Joint Loads and Enforced Displacements (BLC 26 : Ehx) Joint Label L,D,M Direction Magnitude[(lb,k-ft), (in,rad), (lb*s^2/in, lb*s... 1 N136 L X -51 2 N137 L X -51 3 N215 L X -51 4 N216 L X -51 5 N326 L X -51 6 N328 L X -51 7 N138 L X -55 8 N140 L X -55 9 N217 L X -55 10 N219 L X -55 11 N325 L X -55 12 N327 L X -55 13 N142 L X -33.1 14 N143 L X -33.1 15 N144 L X -33.1 16 N145 L X -33.1 17 N221 L X -33.1 18 N222 L X -33.1 19 N223 L X -33.1 20 N224 L X -33.1 21 N329 L X -33.1 22 N330 L X -33.1 23 N331 L X -33.1 24 N332 L X -33.1 25 N139 L X -63.5 26 N141 L X -63.5 27 N218 L X -63.5 28 N220 L X -63.5 29 N269 L X -63.5 30 N270 L X -63.5 31 N146 L X -37.5 RISA-3D Version 17.0.4 Page 14 [C:\...\...\...\...\...\...\Jacobs\Southern California\10087182 - WSLOS0068668\MA REV0\SICA001904 - 10087182.r3d] Company : BC Architects Engineers, PLC May 14, 2025 4:33 PMDesigner : Vineeth Aravelli Job Number : SICA001904 - 10087182 Checked By: Rama Kristam Model Name : Antenna Mount Analysis Joint Loads and Enforced Displacements (BLC 26 : Ehx) (Continued) Joint Label L,D,M Direction Magnitude[(lb,k-ft), (in,rad), (lb*s^2/in, lb*s... 32 N147 L X -37.5 33 N225 L X -37.5 34 N226 L X -37.5 35 N323 L X -37.5 36 N324 L X -37.5 37 N146 L X -35.5 38 N147 L X -35.5 39 N225 L X -35.5 40 N226 L X -35.5 41 N323 L X -35.5 42 N324 L X -35.5 43 N148 L X -26.5 44 N149 L X -26.5 45 N227 L X -26.5 46 N228 L X -26.5 47 N321 L X -26.5 48 N322 L X -26.5 49 N103 L X -30 50 N104 L X -30 51 N113 L X -30 52 N114 L X -30 53 N123 L X -30 54 N124 L X -30 55 N150 L X -26.2 56 N151 L X -32.8 57 N153 L X -32.8 58 N353A L X -32.8 Joint Loads and Enforced Displacements (BLC 27 : Ehz) Joint Label L,D,M Direction Magnitude[(lb,k-ft), (in,rad), (lb*s^2/in, lb*s... 1 N136 L Z -51 2 N137 L Z -51 3 N215 L Z -51 4 N216 L Z -51 5 N326 L Z -51 6 N328 L Z -51 7 N138 L Z -55 8 N140 L Z -55 9 N217 L Z -55 RISA-3D Version 17.0.4 Page 15 [C:\...\...\...\...\...\...\Jacobs\Southern California\10087182 - WSLOS0068668\MA REV0\SICA001904 - 10087182.r3d] Company : BC Architects Engineers, PLC May 14, 2025 4:33 PMDesigner : Vineeth Aravelli Job Number : SICA001904 - 10087182 Checked By: Rama Kristam Model Name : Antenna Mount Analysis Joint Loads and Enforced Displacements (BLC 27 : Ehz) (Continued) Joint Label L,D,M Direction Magnitude[(lb,k-ft), (in,rad), (lb*s^2/in, lb*s... 10 N219 L Z -55 11 N325 L Z -55 12 N327 L Z -55 13 N142 L Z -33.1 14 N143 L Z -33.1 15 N144 L Z -33.1 16 N145 L Z -33.1 17 N221 L Z -33.1 18 N222 L Z -33.1 19 N223 L Z -33.1 20 N224 L Z -33.1 21 N329 L Z -33.1 22 N330 L Z -33.1 23 N331 L Z -33.1 24 N332 L Z -33.1 25 N139 L Z -63.5 26 N141 L Z -63.5 27 N218 L Z -63.5 28 N220 L Z -63.5 29 N269 L Z -63.5 30 N270 L Z -63.5 31 N146 L Z -37.5 32 N147 L Z -37.5 33 N225 L Z -37.5 34 N226 L Z -37.5 35 N323 L Z -37.5 36 N324 L Z -37.5 37 N146 L Z -35.5 38 N147 L Z -35.5 39 N225 L Z -35.5 40 N226 L Z -35.5 41 N323 L Z -35.5 42 N324 L Z -35.5 43 N148 L Z -26.5 44 N149 L Z -26.5 45 N227 L Z -26.5 46 N228 L Z -26.5 47 N321 L Z -26.5 48 N322 L Z -26.5 49 N103 L Z -30 RISA-3D Version 17.0.4 Page 16 [C:\...\...\...\...\...\...\Jacobs\Southern California\10087182 - WSLOS0068668\MA REV0\SICA001904 - 10087182.r3d] Company : BC Architects Engineers, PLC May 14, 2025 4:33 PMDesigner : Vineeth Aravelli Job Number : SICA001904 - 10087182 Checked By: Rama Kristam Model Name : Antenna Mount Analysis Joint Loads and Enforced Displacements (BLC 27 : Ehz) (Continued) Joint Label L,D,M Direction Magnitude[(lb,k-ft), (in,rad), (lb*s^2/in, lb*s... 50 N104 L Z -30 51 N113 L Z -30 52 N114 L Z -30 53 N123 L Z -30 54 N124 L Z -30 55 N150 L Z -26.2 56 N151 L Z -32.8 57 N153 L Z -32.8 58 N353A L Z -32.8 Member Distributed Loads (BLC 2 : WLX) Member Label Direction Start Magnitude[lb/ft,F,ksf] End Magnitude[lb/ft,F,ksf] Start Location[in,%] End Location[in,%] 1 M35 PX 9.99 9.99 0 0 2 M36 PX 9.99 9.99 0 0 3 M37 PX 9.99 9.99 0 0 4 M38 PX 9.99 9.99 0 0 5 M39 PX 9.99 9.99 0 0 6 M42 PX 9.99 9.99 0 0 7 M43 PX 9.99 9.99 0 0 8 M44 PX 9.99 9.99 0 0 9 M45 PX 9.99 9.99 0 0 10 M46 PX 9.99 9.99 0 0 11 M49 PX 9.99 9.99 0 0 12 M50 PX 9.99 9.99 0 0 13 M51 PX 9.99 9.99 0 0 14 M52 PX 9.99 9.99 0 0 15 M53 PX 9.99 9.99 0 0 16 M10 PX 22.21 22.21 0 0 17 M11 PX 22.21 22.21 0 0 18 M13 PX 22.21 22.21 0 0 19 M14 PX 22.21 22.21 0 0 20 M29 PX 22.21 22.21 0 0 21 M30 PX 22.21 22.21 0 0 22 M31 PX 22.21 22.21 0 0 23 M32 PX 22.21 22.21 0 0 24 M33 PX 22.21 22.21 0 0 25 M34 PX 22.21 22.21 0 0 26 M40 PX 22.21 22.21 0 0 RISA-3D Version 17.0.4 Page 17 [C:\...\...\...\...\...\...\Jacobs\Southern California\10087182 - WSLOS0068668\MA REV0\SICA001904 - 10087182.r3d] Company : BC Architects Engineers, PLC May 14, 2025 4:33 PMDesigner : Vineeth Aravelli Job Number : SICA001904 - 10087182 Checked By: Rama Kristam Model Name : Antenna Mount Analysis Member Distributed Loads (BLC 2 : WLX) (Continued) Member Label Direction Start Magnitude[lb/ft,F,ksf] End Magnitude[lb/ft,F,ksf] Start Location[in,%] End Location[in,%] 27 M41 PX 22.21 22.21 0 0 28 M47 PX 22.21 22.21 0 0 29 M48 PX 22.21 22.21 0 0 30 M54 PX 22.21 22.21 0 0 31 M55 PX 22.21 22.21 0 0 32 M89 PX 22.21 22.21 0 0 33 M93 PX 22.21 22.21 0 0 34 M132 PX 22.21 22.21 0 0 35 M139 PX 22.21 22.21 0 0 36 M161 PX 22.21 22.21 0 0 37 M166 PX 22.21 22.21 0 0 38 M172 PX 22.21 22.21 0 0 39 M173 PX 22.21 22.21 0 0 40 M1 PX 5.27 5.27 0 0 41 M2 PX 5.27 5.27 0 0 42 M3 PX 5.27 5.27 0 0 43 M6 PX 5.27 5.27 0 0 44 M7 PX 5.27 5.27 0 0 45 M9 PX 5.27 5.27 0 0 46 M60 PX 5.27 5.27 0 0 47 M64 PX 5.27 5.27 0 0 48 M68 PX 5.27 5.27 0 0 49 M72 PX 5.27 5.27 0 0 50 M78 PX 5.27 5.27 0 0 51 M79 PX 5.27 5.27 0 0 52 M86 PX 5.27 5.27 0 0 53 M90 PX 5.27 5.27 0 0 54 M102 PX 5.27 5.27 0 0 55 M103 PX 5.27 5.27 0 0 56 M105 PX 5.27 5.27 0 0 57 M110 PX 5.27 5.27 0 0 58 M111 PX 5.27 5.27 0 0 59 M116 PX 5.27 5.27 0 0 60 M119 PX 5.27 5.27 0 0 61 M133 PX 5.27 5.27 0 0 62 M134 PX 5.27 5.27 0 0 63 M140 PX 5.27 5.27 0 0 64 M144 PX 5.27 5.27 0 0 65 M145 PX 5.27 5.27 0 0 66 M150 PX 5.27 5.27 0 0 RISA-3D Version 17.0.4 Page 18 [C:\...\...\...\...\...\...\Jacobs\Southern California\10087182 - WSLOS0068668\MA REV0\SICA001904 - 10087182.r3d] Company : BC Architects Engineers, PLC May 14, 2025 4:33 PMDesigner : Vineeth Aravelli Job Number : SICA001904 - 10087182 Checked By: Rama Kristam Model Name : Antenna Mount Analysis Member Distributed Loads (BLC 2 : WLX) (Continued) Member Label Direction Start Magnitude[lb/ft,F,ksf] End Magnitude[lb/ft,F,ksf] Start Location[in,%] End Location[in,%] 67 M151 PX 5.27 5.27 0 0 68 M156 PX 5.27 5.27 0 0 69 M163 PX 5.27 5.27 0 0 70 M12 PX 14.81 14.81 0 0 71 M15 PX 14.81 14.81 0 0 72 M16 PX 14.81 14.81 0 0 73 M19 PX 9.25 9.25 0 0 74 M20 PX 9.25 9.25 0 0 75 M22 PX 9.25 9.25 0 0 76 M23 PX 9.25 9.25 0 0 77 M25 PX 9.25 9.25 0 0 78 M26 PX 9.25 9.25 0 0 79 M8 PX 6.39 6.39 0 0 80 M104 PX 6.39 6.39 0 0 81 M143 PX 6.39 6.39 0 0 Member Distributed Loads (BLC 3 : WLZ) Member Label Direction Start Magnitude[lb/ft,F,ksf] End Magnitude[lb/ft,F,ksf] Start Location[in,%] End Location[in,%] 1 M35 PZ 9.99 9.99 0 0 2 M36 PZ 9.99 9.99 0 0 3 M37 PZ 9.99 9.99 0 0 4 M38 PZ 9.99 9.99 0 0 5 M39 PZ 9.99 9.99 0 0 6 M42 PZ 9.99 9.99 0 0 7 M43 PZ 9.99 9.99 0 0 8 M44 PZ 9.99 9.99 0 0 9 M45 PZ 9.99 9.99 0 0 10 M46 PZ 9.99 9.99 0 0 11 M49 PZ 9.99 9.99 0 0 12 M50 PZ 9.99 9.99 0 0 13 M51 PZ 9.99 9.99 0 0 14 M52 PZ 9.99 9.99 0 0 15 M53 PZ 9.99 9.99 0 0 16 M10 PZ 22.21 22.21 0 0 17 M11 PZ 22.21 22.21 0 0 18 M13 PZ 22.21 22.21 0 0 19 M14 PZ 22.21 22.21 0 0 20 M29 PZ 22.21 22.21 0 0 21 M30 PZ 22.21 22.21 0 0 RISA-3D Version 17.0.4 Page 19 [C:\...\...\...\...\...\...\Jacobs\Southern California\10087182 - WSLOS0068668\MA REV0\SICA001904 - 10087182.r3d] Company : BC Architects Engineers, PLC May 14, 2025 4:33 PMDesigner : Vineeth Aravelli Job Number : SICA001904 - 10087182 Checked By: Rama Kristam Model Name : Antenna Mount Analysis Member Distributed Loads (BLC 3 : WLZ) (Continued) Member Label Direction Start Magnitude[lb/ft,F,ksf] End Magnitude[lb/ft,F,ksf] Start Location[in,%] End Location[in,%] 22 M31 PZ 22.21 22.21 0 0 23 M32 PZ 22.21 22.21 0 0 24 M33 PZ 22.21 22.21 0 0 25 M34 PZ 22.21 22.21 0 0 26 M40 PZ 22.21 22.21 0 0 27 M41 PZ 22.21 22.21 0 0 28 M47 PZ 22.21 22.21 0 0 29 M48 PZ 22.21 22.21 0 0 30 M54 PZ 22.21 22.21 0 0 31 M55 PZ 22.21 22.21 0 0 32 M89 PZ 22.21 22.21 0 0 33 M93 PZ 22.21 22.21 0 0 34 M132 PZ 22.21 22.21 0 0 35 M139 PZ 22.21 22.21 0 0 36 M161 PZ 22.21 22.21 0 0 37 M166 PZ 22.21 22.21 0 0 38 M172 PZ 22.21 22.21 0 0 39 M173 PZ 22.21 22.21 0 0 40 M1 PZ 5.27 5.27 0 0 41 M2 PZ 5.27 5.27 0 0 42 M3 PZ 5.27 5.27 0 0 43 M6 PZ 5.27 5.27 0 0 44 M7 PZ 5.27 5.27 0 0 45 M9 PZ 5.27 5.27 0 0 46 M60 PZ 5.27 5.27 0 0 47 M64 PZ 5.27 5.27 0 0 48 M68 PZ 5.27 5.27 0 0 49 M72 PZ 5.27 5.27 0 0 50 M78 PZ 5.27 5.27 0 0 51 M79 PZ 5.27 5.27 0 0 52 M86 PZ 5.27 5.27 0 0 53 M90 PZ 5.27 5.27 0 0 54 M102 PZ 5.27 5.27 0 0 55 M103 PZ 5.27 5.27 0 0 56 M105 PZ 5.27 5.27 0 0 57 M110 PZ 5.27 5.27 0 0 58 M111 PZ 5.27 5.27 0 0 59 M116 PZ 5.27 5.27 0 0 60 M119 PZ 5.27 5.27 0 0 61 M133 PZ 5.27 5.27 0 0 RISA-3D Version 17.0.4 Page 20 [C:\...\...\...\...\...\...\Jacobs\Southern California\10087182 - WSLOS0068668\MA REV0\SICA001904 - 10087182.r3d] Company : BC Architects Engineers, PLC May 14, 2025 4:33 PMDesigner : Vineeth Aravelli Job Number : SICA001904 - 10087182 Checked By: Rama Kristam Model Name : Antenna Mount Analysis Member Distributed Loads (BLC 3 : WLZ) (Continued) Member Label Direction Start Magnitude[lb/ft,F,ksf] End Magnitude[lb/ft,F,ksf] Start Location[in,%] End Location[in,%] 62 M134 PZ 5.27 5.27 0 0 63 M140 PZ 5.27 5.27 0 0 64 M144 PZ 5.27 5.27 0 0 65 M145 PZ 5.27 5.27 0 0 66 M150 PZ 5.27 5.27 0 0 67 M151 PZ 5.27 5.27 0 0 68 M156 PZ 5.27 5.27 0 0 69 M163 PZ 5.27 5.27 0 0 70 M12 PZ 14.81 14.81 0 0 71 M15 PZ 14.81 14.81 0 0 72 M16 PZ 14.81 14.81 0 0 73 M19 PZ 9.25 9.25 0 0 74 M20 PZ 9.25 9.25 0 0 75 M22 PZ 9.25 9.25 0 0 76 M23 PZ 9.25 9.25 0 0 77 M25 PZ 9.25 9.25 0 0 78 M26 PZ 9.25 9.25 0 0 79 M8 PZ 6.39 6.39 0 0 80 M104 PZ 6.39 6.39 0 0 81 M143 PZ 6.39 6.39 0 0 Member Point Loads (BLC 22 : Lv(7)) Member Label Direction Magnitude[lb,k-ft] Location[in,%] 1 M1 Y -250 %50 Member Point Loads (BLC 23 : Lv(8)) Member Label Direction Magnitude[lb,k-ft] Location[in,%] 1 M3 Y -250 %50 Member Point Loads (BLC 24 : Lv(9)) Member Label Direction Magnitude[lb,k-ft] Location[in,%] 1 M2 Y -250 %50 RISA-3D Version 17.0.4 Page 21 [C:\...\...\...\...\...\...\Jacobs\Southern California\10087182 - WSLOS0068668\MA REV0\SICA001904 - 10087182.r3d] Company : BC Architects Engineers, PLC May 14, 2025 4:33 PMDesigner : Vineeth Aravelli Job Number : SICA001904 - 10087182 Checked By: Rama Kristam Model Name : Antenna Mount Analysis Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area(Memb... Surface(Plat... 1 DL DL -1 58 2 WLX WLX 52 81 3 WLZ WLZ 58 81 4 Lm(1)None 1 5 Lm(2)None 1 6 Lm(3)None 1 7 Lm(4)None 1 8 Lm(5)None 1 9 Lm(6)None 1 10 Lm(7)None 1 11 Lm(8)None 1 12 Lm(9)None 1 13 Lm(10)None 1 14 Lm(11)None 1 15 Lm(12)None 1 16 Lv(1)None 1 17 Lv(2)None 1 18 Lv(3)None 1 19 Lv(4)None 1 20 Lv(5)None 1 21 Lv(6)None 1 22 Lv(7)None 1 23 Lv(8)None 1 24 Lv(9)None 1 25 Ev ELY -1 58 26 Ehx ELX -1 58 27 Ehz ELZ -1 58 Load Combinations Description Solve PDelta SRSS BLCFactor BLC Factor BLCFactor BLCFactor BLCFactor BLCFactor BLCFactor BLCFactor BLCFactor BLCFactor 1 1.4D Yes Y DL 1.4 2 1.2D + 1.0W AZI 000 Yes Y DL 1.2 WLZ 1 WLX 3 1.2D + 1.0W AZI 030 Yes Y DL 1.2 WLZ .866 WLX .5 4 1.2D + 1.0W AZI 060 Yes Y DL 1.2 WLZ .5 WLX .866 5 1.2D + 1.0W AZI 090 Yes Y DL 1.2 WLZ WLX 1 6 1.2D + 1.0W AZI 120 Yes Y DL 1.2 WLZ -.5 WLX .866 7 1.2D + 1.0W AZI 150 Yes Y DL 1.2 WLZ -.866 WLX .5 8 1.2D + 1.0W AZI 180 Yes Y DL 1.2 WLZ -1 WLX RISA-3D Version 17.0.4 Page 22 [C:\...\...\...\...\...\...\Jacobs\Southern California\10087182 - WSLOS0068668\MA REV0\SICA001904 - 10087182.r3d] Company : BC Architects Engineers, PLC May 14, 2025 4:33 PMDesigner : Vineeth Aravelli Job Number : SICA001904 - 10087182 Checked By: Rama Kristam Model Name : Antenna Mount Analysis Load Combinations (Continued) Description Solve PDelta SRSS BLCFactor BLC Factor BLCFactor BLCFactor BLCFactor BLCFactor BLCFactor BLCFactor BLCFactor BLCFactor 9 1.2D + 1.0W AZI 210 Yes Y DL 1.2 WLZ -.866 WLX -.5 10 1.2D + 1.0W AZI 240 Yes Y DL 1.2 WLZ -.5 WLX -.866 11 1.2D + 1.0W AZI 270 Yes Y DL 1.2 WLZ WLX -1 12 1.2D + 1.0W AZI 300 Yes Y DL 1.2 WLZ .5 WLX -.866 13 1.2D + 1.0W AZI 330 Yes Y DL 1.2 WLZ .866 WLX -.5 14 1.2D + 1.5Lm(1) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ .1 WLX 4 1.5 15 1.2D + 1.5Lm(1) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ .086 WLX .05 4 1.5 16 1.2D + 1.5Lm(1) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ .05 WLX .086 4 1.5 17 1.2D + 1.5Lm(1) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ WLX .1 4 1.5 18 1.2D + 1.5Lm(1) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ -.05 WLX .086 4 1.5 19 1.2D + 1.5Lm(1) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ -.086 WLX .05 4 1.5 20 1.2D + 1.5Lm(1) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ -.1 WLX 4 1.5 21 1.2D + 1.5Lm(1) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ -.086 WLX -.05 4 1.5 22 1.2D + 1.5Lm(1) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ -.05 WLX -.086 4 1.5 23 1.2D + 1.5Lm(1) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ WLX -.1 4 1.5 24 1.2D + 1.5Lm(1) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ .05 WLX -.086 4 1.5 25 1.2D + 1.5Lm(1) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ .086 WLX -.05 4 1.5 26 1.2D + 1.5Lm(2) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ .1 WLX 5 1.5 27 1.2D + 1.5Lm(2) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ .086 WLX .05 5 1.5 28 1.2D + 1.5Lm(2) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ .05 WLX .086 5 1.5 29 1.2D + 1.5Lm(2) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ WLX .1 5 1.5 30 1.2D + 1.5Lm(2) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ -.05 WLX .086 5 1.5 31 1.2D + 1.5Lm(2) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ -.086 WLX .05 5 1.5 32 1.2D + 1.5Lm(2) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ -.1 WLX 5 1.5 33 1.2D + 1.5Lm(2) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ -.086 WLX -.05 5 1.5 34 1.2D + 1.5Lm(2) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ -.05 WLX -.086 5 1.5 35 1.2D + 1.5Lm(2) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ WLX -.1 5 1.5 36 1.2D + 1.5Lm(2) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ .05 WLX -.086 5 1.5 37 1.2D + 1.5Lm(2) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ .086 WLX -.05 5 1.5 38 1.2D + 1.5Lm(3) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ .1 WLX 6 1.5 39 1.2D + 1.5Lm(3) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ .086 WLX .05 6 1.5 40 1.2D + 1.5Lm(3) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ .05 WLX .086 6 1.5 41 1.2D + 1.5Lm(3) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ WLX .1 6 1.5 42 1.2D + 1.5Lm(3) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ -.05 WLX .086 6 1.5 43 1.2D + 1.5Lm(3) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ -.086 WLX .05 6 1.5 44 1.2D + 1.5Lm(3) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ -.1 WLX 6 1.5 45 1.2D + 1.5Lm(3) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ -.086 WLX -.05 6 1.5 46 1.2D + 1.5Lm(3) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ -.05 WLX -.086 6 1.5 47 1.2D + 1.5Lm(3) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ WLX -.1 6 1.5 48 1.2D + 1.5Lm(3) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ .05 WLX -.086 6 1.5 RISA-3D Version 17.0.4 Page 23 [C:\...\...\...\...\...\...\Jacobs\Southern California\10087182 - WSLOS0068668\MA REV0\SICA001904 - 10087182.r3d] Company : BC Architects Engineers, PLC May 14, 2025 4:33 PMDesigner : Vineeth Aravelli Job Number : SICA001904 - 10087182 Checked By: Rama Kristam Model Name : Antenna Mount Analysis Load Combinations (Continued) Description Solve PDelta SRSS BLCFactor BLC Factor BLCFactor BLCFactor BLCFactor BLCFactor BLCFactor BLCFactor BLCFactor BLCFactor 49 1.2D + 1.5Lm(3) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ .086 WLX -.05 6 1.5 50 1.2D + 1.5Lm(4) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ .1 WLX 7 1.5 51 1.2D + 1.5Lm(4) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ .086 WLX .05 7 1.5 52 1.2D + 1.5Lm(4) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ .05 WLX .086 7 1.5 53 1.2D + 1.5Lm(4) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ WLX .1 7 1.5 54 1.2D + 1.5Lm(4) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ -.05 WLX .086 7 1.5 55 1.2D + 1.5Lm(4) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ -.086 WLX .05 7 1.5 56 1.2D + 1.5Lm(4) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ -.1 WLX 7 1.5 57 1.2D + 1.5Lm(4) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ -.086 WLX -.05 7 1.5 58 1.2D + 1.5Lm(4) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ -.05 WLX -.086 7 1.5 59 1.2D + 1.5Lm(4) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ WLX -.1 7 1.5 60 1.2D + 1.5Lm(4) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ .05 WLX -.086 7 1.5 61 1.2D + 1.5Lm(4) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ .086 WLX -.05 7 1.5 62 1.2D + 1.5Lm(5) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ .1 WLX 8 1.5 63 1.2D + 1.5Lm(5) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ .086 WLX .05 8 1.5 64 1.2D + 1.5Lm(5) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ .05 WLX .086 8 1.5 65 1.2D + 1.5Lm(5) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ WLX .1 8 1.5 66 1.2D + 1.5Lm(5) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ -.05 WLX .086 8 1.5 67 1.2D + 1.5Lm(5) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ -.086 WLX .05 8 1.5 68 1.2D + 1.5Lm(5) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ -.1 WLX 8 1.5 69 1.2D + 1.5Lm(5) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ -.086 WLX -.05 8 1.5 70 1.2D + 1.5Lm(5) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ -.05 WLX -.086 8 1.5 71 1.2D + 1.5Lm(5) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ WLX -.1 8 1.5 72 1.2D + 1.5Lm(5) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ WLX -.086 8 1.5 73 1.2D + 1.5Lm(5) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ .086 WLX -.05 8 1.5 74 1.2D + 1.5Lm(6) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ .1 WLX 9 1.5 75 1.2D + 1.5Lm(6) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ .086 WLX .05 9 1.5 76 1.2D + 1.5Lm(6) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ .05 WLX .086 9 1.5 77 1.2D + 1.5Lm(6) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ WLX .1 9 1.5 78 1.2D + 1.5Lm(6) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ -.05 WLX .086 9 1.5 79 1.2D + 1.5Lm(6) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ -.086 WLX .05 9 1.5 80 1.2D + 1.5Lm(6) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ -.1 WLX 9 1.5 81 1.2D + 1.5Lm(6) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ -.086 WLX -.05 9 1.5 82 1.2D + 1.5Lm(6) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ -.05 WLX -.086 9 1.5 83 1.2D + 1.5Lm(6) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ WLX -.1 9 1.5 84 1.2D + 1.5Lm(6) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ .05 WLX -.086 9 1.5 85 1.2D + 1.5Lm(6) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ .086 WLX -.05 9 1.5 86 1.2D + 1.5Lm(7) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ .1 WLX 10 1.5 87 1.2D + 1.5Lm(7) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ .086 WLX .05 10 1.5 88 1.2D + 1.5Lm(7) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ .05 WLX .086 10 1.5 RISA-3D Version 17.0.4 Page 24 [C:\...\...\...\...\...\...\Jacobs\Southern California\10087182 - WSLOS0068668\MA REV0\SICA001904 - 10087182.r3d] Company : BC Architects Engineers, PLC May 14, 2025 4:33 PMDesigner : Vineeth Aravelli Job Number : SICA001904 - 10087182 Checked By: Rama Kristam Model Name : Antenna Mount Analysis Load Combinations (Continued) Description Solve PDelta SRSS BLCFactor BLC Factor BLCFactor BLCFactor BLCFactor BLCFactor BLCFactor BLCFactor BLCFactor BLCFactor 89 1.2D + 1.5Lm(7) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ WLX .1 10 1.5 90 1.2D + 1.5Lm(7) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ -.05 WLX .086 10 1.5 91 1.2D + 1.5Lm(7) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ -.086 WLX .05 10 1.5 92 1.2D + 1.5Lm(7) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ -.1 WLX 10 1.5 93 1.2D + 1.5Lm(7) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ -.086 WLX -.05 10 1.5 94 1.2D + 1.5Lm(7) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ -.05 WLX -.086 10 1.5 95 1.2D + 1.5Lm(7) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ WLX -.1 10 1.5 96 1.2D + 1.5Lm(7) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ .05 WLX -.086 10 1.5 97 1.2D + 1.5Lm(7) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ .086 WLX -.05 10 1.5 98 1.2D + 1.5Lm(8) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ .1 WLX 11 1.5 99 1.2D + 1.5Lm(8) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ .086 WLX .05 11 1.5 100 1.2D + 1.5Lm(8) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ .05 WLX .086 11 1.5 101 1.2D + 1.5Lm(8) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ WLX .1 11 1.5 102 1.2D + 1.5Lm(8) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ -.05 WLX .086 11 1.5 103 1.2D + 1.5Lm(8) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ -.086 WLX .05 11 1.5 104 1.2D + 1.5Lm(8) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ -.1 WLX 11 1.5 105 1.2D + 1.5Lm(8) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ -.086 WLX -.05 11 1.5 106 1.2D + 1.5Lm(8) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ -.05 WLX -.086 11 1.5 107 1.2D + 1.5Lm(8) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ WLX -.1 11 1.5 108 1.2D + 1.5Lm(8) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ .05 WLX -.086 11 1.5 109 1.2D + 1.5Lm(8) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ .086 WLX -.05 11 1.5 110 1.2D + 1.5Lm(9) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ .1 WLX 12 1.5 111 1.2D + 1.5Lm(9) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ .086 WLX .05 12 1.5 112 1.2D + 1.5Lm(9) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ .05 WLX .086 12 1.5 113 1.2D + 1.5Lm(9) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ WLX .1 12 1.5 114 1.2D + 1.5Lm(9) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ -.05 WLX .086 12 1.5 115 1.2D + 1.5Lm(9) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ -.086 WLX .05 12 1.5 116 1.2D + 1.5Lm(9) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ -.1 WLX 12 1.5 117 1.2D + 1.5Lm(9) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ -.086 WLX -.05 12 1.5 118 1.2D + 1.5Lm(9) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ -.05 WLX -.086 12 1.5 119 1.2D + 1.5Lm(9) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ WLX -.1 12 1.5 120 1.2D + 1.5Lm(9) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ .05 WLX -.086 12 1.5 121 1.2D + 1.5Lm(9) + 1.0Wm (30 mph)...Yes Y DL 1.2 WLZ .086 WLX -.05 12 1.5 122 1.2D + 1.5Lm(10) + 1.0Wm (30 mp...Yes Y DL 1.2 WLZ .1 WLX 13 1.5 123 1.2D + 1.5Lm(10) + 1.0Wm (30 mp...Yes Y DL 1.2 WLZ .086 WLX .05 13 1.5 124 1.2D + 1.5Lm(10) + 1.0Wm (30 mp...Yes Y DL 1.2 WLZ .05 WLX .086 13 1.5 125 1.2D + 1.5Lm(10) + 1.0Wm (30 mp...Yes Y DL 1.2 WLZ WLX .1 13 1.5 126 1.2D + 1.5Lm(10) + 1.0Wm (30 mp...Yes Y DL 1.2 WLZ -.05 WLX .086 13 1.5 127 1.2D + 1.5Lm(10) + 1.0Wm (30 mp...Yes Y DL 1.2 WLZ -.086 WLX .05 13 1.5 128 1.2D + 1.5Lm(10) + 1.0Wm (30 mp...Yes Y DL 1.2 WLZ -.1 WLX 13 1.5 RISA-3D Version 17.0.4 Page 25 [C:\...\...\...\...\...\...\Jacobs\Southern California\10087182 - WSLOS0068668\MA REV0\SICA001904 - 10087182.r3d] Company : BC Architects Engineers, PLC May 14, 2025 4:33 PMDesigner : Vineeth Aravelli Job Number : SICA001904 - 10087182 Checked By: Rama Kristam Model Name : Antenna Mount Analysis Load Combinations (Continued) Description Solve PDelta SRSS BLCFactor BLC Factor BLCFactor BLCFactor BLCFactor BLCFactor BLCFactor BLCFactor BLCFactor BLCFactor 129 1.2D + 1.5Lm(10) + 1.0Wm (30 mp...Yes Y DL 1.2 WLZ -.086 WLX -.05 13 1.5 130 1.2D + 1.5Lm(10) + 1.0Wm (30 mp...Yes Y DL 1.2 WLZ -.05 WLX -.086 13 1.5 131 1.2D + 1.5Lm(10) + 1.0Wm (30 mp...Yes Y DL 1.2 WLZ WLX -.1 13 1.5 132 1.2D + 1.5Lm(10) + 1.0Wm (30 mp...Yes Y DL 1.2 WLZ .05 WLX -.086 13 1.5 133 1.2D + 1.5Lm(10) + 1.0Wm (30 mp...Yes Y DL 1.2 WLZ .086 WLX -.05 13 1.5 134 1.2D + 1.5Lm(11) + 1.0Wm (30 mp...Yes Y DL 1.2 WLZ .1 WLX 14 1.5 135 1.2D + 1.5Lm(11) + 1.0Wm (30 mp...Yes Y DL 1.2 WLZ .086 WLX .05 14 1.5 136 1.2D + 1.5Lm(11) + 1.0Wm (30 mp...Yes Y DL 1.2 WLZ .05 WLX .086 14 1.5 137 1.2D + 1.5Lm(11) + 1.0Wm (30 mp...Yes Y DL 1.2 WLZ WLX .1 14 1.5 138 1.2D + 1.5Lm(11) + 1.0Wm (30 mp...Yes Y DL 1.2 WLZ -.05 WLX .086 14 1.5 139 1.2D + 1.5Lm(11) + 1.0Wm (30 mp...Yes Y DL 1.2 WLZ -.086 WLX .05 14 1.5 140 1.2D + 1.5Lm(11) + 1.0Wm (30 mp...Yes Y DL 1.2 WLZ -.1 WLX 14 1.5 141 1.2D + 1.5Lm(11) + 1.0Wm (30 mp...Yes Y DL 1.2 WLZ -.086 WLX -.05 14 1.5 142 1.2D + 1.5Lm(11) + 1.0Wm (30 mp...Yes Y DL 1.2 WLZ -.05 WLX -.086 14 1.5 143 1.2D + 1.5Lm(11) + 1.0Wm (30 mp...Yes Y DL 1.2 WLZ WLX -.1 14 1.5 144 1.2D + 1.5Lm(11) + 1.0Wm (30 mp...Yes Y DL 1.2 WLZ .05 WLX -.086 14 1.5 145 1.2D + 1.5Lm(11) + 1.0Wm (30 mp...Yes Y DL 1.2 WLZ .086 WLX -.05 14 1.5 146 1.2D + 1.5Lm(12) + 1.0Wm (30 mp...Yes Y DL 1.2 WLZ .1 WLX 15 1.5 147 1.2D + 1.5Lm(12) + 1.0Wm (30 mp...Yes Y DL 1.2 WLZ .086 WLX .05 15 1.5 148 1.2D + 1.5Lm(12) + 1.0Wm (30 mp...Yes Y DL 1.2 WLZ .05 WLX .086 15 1.5 149 1.2D + 1.5Lm(12) + 1.0Wm (30 mp...Yes Y DL 1.2 WLZ WLX .1 15 1.5 150 1.2D + 1.5Lm(12) + 1.0Wm (30 mp...Yes Y DL 1.2 WLZ -.05 WLX .086 15 1.5 151 1.2D + 1.5Lm(12) + 1.0Wm (30 mp...Yes Y DL 1.2 WLZ -.086 WLX .05 15 1.5 152 1.2D + 1.5Lm(12) + 1.0Wm (30 mp...Yes Y DL 1.2 WLZ -.1 WLX 15 1.5 153 1.2D + 1.5Lm(12) + 1.0Wm (30 mp...Yes Y DL 1.2 WLZ -.086 WLX -.05 15 1.5 154 1.2D + 1.5Lm(12) + 1.0Wm (30 mp...Yes Y DL 1.2 WLZ -.05 WLX -.086 15 1.5 155 1.2D + 1.5Lm(12) + 1.0Wm (30 mp...Yes Y DL 1.2 WLZ WLX -.1 15 1.5 156 1.2D + 1.5Lm(12) + 1.0Wm (30 mp...Yes Y DL 1.2 WLZ .05 WLX -.086 15 1.5 157 1.2D + 1.5Lm(12) + 1.0Wm (30 mp...Yes Y DL 1.2 WLZ .086 WLX -.05 15 1.5 158 1.0D + 1.0Ws (60 mph) AZI 000 Yes Y DL 1 WLZ .399 WLX 159 1.0D + 1.0Ws (60 mph) AZI 030 Yes Y DL 1 WLZ .345 WLX .199 160 1.0D + 1.0Ws (60 mph) AZI 060 Yes Y DL 1 WLZ .199 WLX .345 161 1.0D + 1.0Ws (60 mph) AZI 090 Yes Y DL 1 WLZ WLX .399 162 1.0D + 1.0Ws (60 mph) AZI 120 Yes Y DL 1 WLZ -.199 WLX .345 163 1.0D + 1.0Ws (60 mph) AZI 150 Yes Y DL 1 WLZ -.345 WLX .199 164 1.0D + 1.0Ws (60 mph) AZI 180 Yes Y DL 1 WLZ -.399 WLX 165 1.0D + 1.0Ws (60 mph) AZI 210 Yes Y DL 1 WLZ -.345 WLX -.199 166 1.0D + 1.0Ws (60 mph) AZI 240 Yes Y DL 1 WLZ -.199 WLX -.345 167 1.0D + 1.0Ws (60 mph) AZI 270 Yes Y DL 1 WLZ WLX -.399 168 1.0D + 1.0Ws (60 mph) AZI 300 Yes Y DL 1 WLZ .199 WLX -.345 RISA-3D Version 17.0.4 Page 26 [C:\...\...\...\...\...\...\Jacobs\Southern California\10087182 - WSLOS0068668\MA REV0\SICA001904 - 10087182.r3d] Company : BC Architects Engineers, PLC May 14, 2025 4:33 PMDesigner : Vineeth Aravelli Job Number : SICA001904 - 10087182 Checked By: Rama Kristam Model Name : Antenna Mount Analysis Load Combinations (Continued) Description Solve PDelta SRSS BLCFactor BLC Factor BLCFactor BLCFactor BLCFactor BLCFactor BLCFactor BLCFactor BLCFactor BLCFactor 169 1.0D + 1.0Ws (60 mph) AZI 330 Yes Y DL 1 WLZ .345 WLX -.199 170 1.2D + 1.5Lv(1)Yes Y DL 1.2 16 1.5 171 1.2D + 1.5Lv(2)Yes Y DL 1.2 17 1.5 172 1.2D + 1.5Lv(3)Yes Y DL 1.2 18 1.5 173 1.2D + 1.5Lv(4)Yes Y DL 1.2 19 1.5 174 1.2D + 1.5Lv(5)Yes Y DL 1.2 20 1.5 175 1.2D + 1.5Lv(6)Yes Y DL 1.2 21 1.5 176 1.2D + 1.5Lv(7)Yes Y DL 1.2 22 1.5 177 1.2D + 1.5Lv(8)Yes Y DL 1.2 23 1.5 178 1.2D + 1.5Lv(9)Yes Y DL 1.2 24 1.5 179 1.2D + 1.0Ev + 1.0Eh AZI 000 Yes Y DL 1.2 ELZ -.534 ELX ELY -.214 180 1.2D + 1.0Ev + 1.0Eh AZI 030 Yes Y DL 1.2 ELZ -.462 ELX -.267 ELY -.214 181 1.2D + 1.0Ev + 1.0Eh AZI 060 Yes Y DL 1.2 ELZ -.267 ELX -.462 ELY -.214 182 1.2D + 1.0Ev + 1.0Eh AZI 090 Yes Y DL 1.2 ELZ ELX -.534 ELY -.214 183 1.2D + 1.0Ev + 1.0Eh AZI 120 Yes Y DL 1.2 ELZ .267 ELX -.462 ELY -.214 184 1.2D + 1.0Ev + 1.0Eh AZI 150 Yes Y DL 1.2 ELZ .462 ELX -.267 ELY -.214 185 1.2D + 1.0Ev + 1.0Eh AZI 180 Yes Y DL 1.2 ELZ .534 ELX ELY -.214 186 1.2D + 1.0Ev + 1.0Eh AZI 210 Yes Y DL 1.2 ELZ .462 ELX .267 ELY -.214 187 1.2D + 1.0Ev + 1.0Eh AZI 240 Yes Y DL 1.2 ELZ .267 ELX .462 ELY -.214 188 1.2D + 1.0Ev + 1.0Eh AZI 270 Yes Y DL 1.2 ELZ ELX .534 ELY -.214 189 1.2D + 1.0Ev + 1.0Eh AZI 300 Yes Y DL 1.2 ELZ -.267 ELX .462 ELY -.214 190 1.2D + 1.0Ev + 1.0Eh AZI 330 Yes Y DL 1.2 ELZ -.462 ELX .267 ELY -.214 Envelope Joint Reactions Joint X [lb] LC Y [lb] LC Z [lb] LC MX [k-ft] LC MY [k-ft] LC MZ [k-ft] LC 1 N37 max 630.974 11 1886.58 32 616.274 8 -1.948 190 1.631 11 .551 35 2 min -641.359 5 989.726 187 -708.75 2 -4.042 32 -1.637 5 -.545 41 3 N43 max 656.095 11 1852.371 76 599.507 8 2.46 97 1.847 7 -1.621 188 4 min -571.457 5 964.031 183 -563.689 2 .838 7 -1.843 13 -3.814 77 5 N47 max 571.065 11 1911.282 143 678.412 8 2.477 123 2.042 3 3.436 142 6 min -714.388 5 1008.377 189 -540.479 2 .939 186 -2.139 9 1.457 160 7 N52 max 274.661 11 15.304 1 711.24 8 .001 171 .028 5 0 170 8 min -255.438 5 10.175 164 -602.607 2 0 2 -.03 11 -.001 171 9 N57 max 671.693 11 14.855 1 322.264 7 0 4 .033 9 0 126 10 min -438.169 5 9.951 189 -553.104 13 -.001 175 -.043 3 -.001 174 11 N62 max 483.035 11 15.272 1 348.248 9 0 12 .032 13 .002 173 12 min -592.77 5 10.114 181 -382.081 3 -.001 172 -.035 7 0 8 13 N74 max 425.132 11 1055.627 22 510.834 8 -.107 7 2.094 13 3.62 150 RISA-3D Version 17.0.4 Page 27 [C:\...\...\...\...\...\...\Jacobs\Southern California\10087182 - WSLOS0068668\MA REV0\SICA001904 - 10087182.r3d] Company : BC Architects Engineers, PLC May 14, 2025 4:33 PMDesigner : Vineeth Aravelli Job Number : SICA001904 - 10087182 Checked By: Rama Kristam Model Name : Antenna Mount Analysis Envelope Joint Reactions (Continued) Joint X [lb] LC Y [lb] LC Z [lb] LC MX [k-ft] LC MY [k-ft] LC MZ [k-ft] LC 14 min -546.27 5 352.879 181 -567.31 2 -2.665 25 -2.152 7 1.059 12 15 N82 max 530.309 11 1273.093 110 520.773 8 4.458 104 2.477 5 .757 6 16 min -599.956 5 568.841 164 -330.693 2 1.787 179 -2.335 11 -.729 108 17 N90 max 499.822 11 1161.735 66 495.711 8 -.431 9 2.002 9 -1.293 181 18 min -383 5 464.174 189 -554.247 2 -2.807 51 -2.035 3 -3.989 70 19 Totals:max 4742.787 11 6518.025 1 4790.981 8 20 min -4742.807 5 4592.411 183 -4790.973 2 Envelope AISC 15th(360-16): LRFD Steel Code Checks Member Shape Code Check Loc[in] LC Shear Check Loc... Dir ... phi*Pnc [lb] phi*Pnt [lb] phi*Mn y-y [...phi*Mn z-... Cb Eqn 1 M140 PIPE_2.0 .360 20 3 .148 20 9 26521.424 32130 1.872 1.872 1.82 H1-1b 2 M16 HSS4X4X3 .357 24 10 .131 24 y ...105106.359 106812 12.662 12.662 1.667 H1-1b 3 M15 HSS4X4X3 .343 24 6 .121 12 y 97 105106.359 106812 12.662 12.662 1.559 H1-1b 4 M12 HSS4X4X3 .335 24 29 .121 12 y 41 105106.359 106812 12.662 12.662 1.579 H1-1b 5 M46 PIPE_4.0X .314 7.826 106 .166 7.826 5 130224.548 130410 14.516 14.516 1.046 H1-1b 6 M53 PIPE_4.0X .296 7.826 70 .130 7.826 9 130224.548 130410 14.516 14.516 1.044 H1-1b 7 M145 PIPE_2.0 .284 28.875 3 .100 28....9 8922.084 32130 1.872 1.872 2.092 H1-1b 8 M45 PIPE_4.0X .279 10.259 107 .122 10....5 130091.488 130410 14.516 14.516 1.099 H1-1b 9 M39 PIPE_4.0X .272 7.826 14 .135 7.826 7 130224.548 130410 14.516 14.516 1.046 H1-1b 10 M52 PIPE_4.0X .264 10.259 68 .092 10....9 130091.488 130410 14.516 14.516 1.094 H1-1b 11 M116 PIPE_2.0 .263 20 7 .066 20 7 26521.424 32130 1.872 1.872 1.891 H1-1b 12 M163 PIPE_2.0 .259 20 124 .131 20 3 26521.424 32130 1.872 1.872 1.795 H1-1b 13 M38 PIPE_4.0X .241 10.259 25 .090 10....7 130091.488 130410 14.516 14.516 1.096 H1-1b 14 M119 PIPE_2.0 .236 20 13 .074 20 13 26521.424 32130 1.872 1.872 1.604 H1-1b 15 M102 PIPE_2.0 .235 36.75 108 .074 105 13 8922.084 32130 1.872 1.872 2.081 H1-1b 16 M6 PIPE_2.0 .233 36.75 52 .060 105 4 8922.084 32130 1.872 1.872 1.981 H1-1b 17 M2 PIPE_2.0 .218 82.687 117 .136 42 4 25506.675 32130 1.872 1.872 2.773 H1-1b 18 M156 PIPE_2.0 .218 20 9 .095 20 9 26521.424 32130 1.872 1.872 2.557 H1-1b 19 M144 PIPE_2.0 .217 97.125 10 .086 13....3 8922.084 32130 1.872 1.872 3.035 H1-1b 20 M44 PIPE_4.0X .217 10.404 108 .107 10....4 130082.421 130410 14.516 14.516 1.143 H1-1b 21 M3 PIPE_2.0 .214 39.375 103 .170 39....7 25506.675 32130 1.872 1.872 2.387 H1-1b 22 M51 PIPE_4.0X .208 10.404 67 .079 10....9 130082.421 130410 14.516 14.516 1.134 H1-1b 23 M134 PIPE_2.0 .207 20 3 .066 20 3 26521.424 32130 1.872 1.872 1.712 H1-1b 24 M105 PIPE_2.0 .204 36.75 67 .060 105 7 8922.084 32130 1.872 1.872 2.103 H1-1b 25 M86 PIPE_2.0 .202 20 11 .049 20 11 26521.424 32130 1.872 1.872 1.9 H1-1b 26 M1 PIPE_2.0 .201 39.375 59 .133 39....11 25506.675 32130 1.872 1.872 2.414 H1-1b 27 M111 PIPE_2.0 .199 20 7 .099 20 13 26521.424 32130 1.872 1.872 2.668 H1-1b 28 M133 PIPE_2.0 .197 36.75 153 .056 105 9 8922.084 32130 1.872 1.872 2.099 H1-1b RISA-3D Version 17.0.4 Page 28 [C:\...\...\...\...\...\...\Jacobs\Southern California\10087182 - WSLOS0068668\MA REV0\SICA001904 - 10087182.r3d] Company : BC Architects Engineers, PLC May 14, 2025 4:33 PMDesigner : Vineeth Aravelli Job Number : SICA001904 - 10087182 Checked By: Rama Kristam Model Name : Antenna Mount Analysis Envelope AISC 15th(360-16): LRFD Steel Code Checks (Continued) Member Shape Code Check Loc[in] LC Shear Check Loc... Dir ... phi*Pnc [lb] phi*Pnt [lb] phi*Mn y-y [...phi*Mn z-... Cb Eqn 29 M90 PIPE_2.0 .196 20 5 .064 20 6 26521.424 32130 1.872 1.872 1.866 H1-1b 30 M9 PIPE_2.0 .194 36.75 24 .056 105 12 8922.084 32130 1.872 1.872 1.948 H1-1b 31 M37 PIPE_4.0X .189 10.404 24 .076 10....19 130082.421 130410 14.516 14.516 1.137 H1-1b 32 M103 PIPE_2.0 .185 36.75 96 .082 105 12 8922.084 32130 1.872 1.872 2.527 H1-1b 33 M7 PIPE_2.0 .181 36.75 40 .073 105 4 8922.084 32130 1.872 1.872 1.748 H1-1b 34 M79 PIPE_2.0 .166 20 27 .079 20 5 26521.424 32130 1.872 1.872 2.122 H1-1b 35 M110 PIPE_2.0 .161 20 12 .072 20 12 26521.424 32130 1.872 1.872 1.841 H1-1b 36 M151 PIPE_2.0 .160 30.188 112 .036 30....4 8922.084 32130 1.872 1.872 1.52 H1-1b 37 M43 PIPE_4.0X .151 9.434 108 .103 9.434 4 130140.614 130410 14.516 14.516 1.201 H1-1b 38 M50 PIPE_4.0X .148 9.434 67 .078 9.434 57 130140.614 130410 14.516 14.516 1.182 H1-1b 39 M104 PIPE_2.5 .147 36.75 77 .059 36.75 13 20573.263 50715 3.596 3.596 2.098 H1-1b 40 M8 PIPE_2.5 .144 36.75 33 .048 36.75 5 20573.263 50715 3.596 3.596 1.594 H1-1b 41 M78 PIPE_2.0 .143 20 11 .058 20 4 26521.424 32130 1.872 1.872 1.97 H1-1b 42 M143 PIPE_2.5 .137 36.75 142 .055 36.75 9 20573.263 50715 3.596 3.596 2.2 H1-1b 43 M36 PIPE_4.0X .134 9.434 24 .078 9.434 19 130140.614 130410 14.516 14.516 1.188 H1-1b 44 M150 PIPE_2.0 .131 30.188 131 .041 30....4 8922.084 32130 1.872 1.872 1.517 H1-1b 45 M64 PIPE_2.0 .106 60 6 .023 60 6 9836.597 32130 1.872 1.872 1.696 H1-1b 46 M68 PIPE_2.0 .106 60 12 .023 60 10 9836.597 32130 1.872 1.872 1.696 H1-1b 47 M60 PIPE_2.0 .105 60 3 .027 60 2 9836.597 32130 1.872 1.872 1.748 H1-1b 48 M49 PIPE_4.0X .090 0 67 .085 0 57 129410.184 130410 14.516 14.516 2.082 H1-1b 49 M72 PIPE_2.0 .088 60 2 .007 60 2 9836.597 32130 1.872 1.872 1 H1-1b 50 M42 PIPE_4.0X .088 0 109 .089 0 4 129410.184 130410 14.516 14.516 2.172 H1-1b 51 M35 PIPE_4.0X .081 0 23 .084 0 19 129410.184 130410 14.516 14.516 2.124 H1-1b 52 M23 L2.5x2.5x3 .043 22.203 12 .009 43.5 y ...19013.059 29192.4 .873 1.752 1.136 H2-1 53 M22 L2.5x2.5x3 .037 22.203 11 .014 0 z ...19013.059 29192.4 .873 1.752 1.136 H2-1 54 M25 L2.5x2.5x3 .035 22.203 4 .016 43.5 z ...19013.059 29192.4 .873 1.752 1.136 H2-1 55 M26 L2.5x2.5x3 .035 22.203 5 .014 0 y ...19013.059 29192.4 .873 1.752 1.136 H2-1 56 M19 L2.5x2.5x3 .033 22.203 8 .016 0 z ...19013.059 29192.4 .873 1.752 1.136 H2-1 57 M20 L2.5x2.5x3 .033 22.656 9 .013 0 y ...19013.059 29192.4 .873 1.752 1.136 H2-1 58 M30 PL6"X3/8".032 17.14 4 .463 17.14 y 3 571296.346 583200 36.45 72.9 1.41 H1-1b 59 M172 PL6"X3/8".025 9.016 9 .784 9.016 y 9 579882.002 583200 36.45 72.9 1.086 H1-1b 60 M33 PL6"X3/8".025 17.141 12 .752 17....y 90 571296.037 583200 36.45 72.9 1.415 H1-1b 61 M29 PL6"X3/8".024 17.141 8 .452 17....y ...571296.071 583200 36.45 72.9 1.339 H1-1b 62 M34 PL6"X3/8".023 17.141 8 .434 17....y 85 571296.037 583200 36.45 72.9 1.368 H1-1b 63 M31 PL6"X3/8".023 17.141 4 .719 17....y 46 571296.037 583200 36.45 72.9 1.448 H1-1b 64 M32 PL6"X3/8".022 17.141 12 .424 17....y 30 571296.037 583200 36.45 72.9 1.403 H1-1b 65 M47 PL6"X3/8".018 1.5 7 .415 1.5 y ...583107.901 583200 36.45 72.9 1.017 H1-1b 66 M166 PL6"X3/8".017 0 9 .605 0 y 9 581728.153 583200 36.45 72.9 1.776 H1-1b 67 M40 PL6"X3/8".017 1.5 3 .438 1.5 y 16 583107.901 583200 36.45 72.9 1.012 H1-1b 68 M173 PL6"X3/8".015 9.016 13 .584 9.016 y 12 579882.002 583200 36.45 72.9 1.077 H1-1b RISA-3D Version 17.0.4 Page 29 [C:\...\...\...\...\...\...\Jacobs\Southern California\10087182 - WSLOS0068668\MA REV0\SICA001904 - 10087182.r3d] Company : BC Architects Engineers, PLC May 14, 2025 4:33 PMDesigner : Vineeth Aravelli Job Number : SICA001904 - 10087182 Checked By: Rama Kristam Model Name : Antenna Mount Analysis Envelope AISC 15th(360-16): LRFD Steel Code Checks (Continued) Member Shape Code Check Loc[in] LC Shear Check Loc... Dir ... phi*Pnc [lb] phi*Pnt [lb] phi*Mn y-y [...phi*Mn z-... Cb Eqn 69 M54 PL6"X3/8".015 1.5 11 .399 1.5 y 73 583107.901 583200 36.45 72.9 1.023 H1-1b 70 M132 PL6"X3/8".015 9.016 7 .669 9.016 y 8 579882.038 583200 36.45 72.9 1.146 H1-1b 71 M13 PL6"X3/8".015 6 6 .426 6 y 7 581728.153 583200 36.45 72.9 1.27 H1-1b 72 M139 PL6"X3/8".014 9.016 3 .519 9.016 y 4 579882.038 583200 36.45 72.9 1.083 H1-1b 73 M14 PL6"X3/8".014 6 13 .616 6 y 13 581728.153 583200 36.45 72.9 1.573 H1-1b 74 M93 PL6"X3/8".014 9.016 5 .470 9.016 y ...579882.002 583200 36.45 72.9 1.116 H1-1b 75 M161 PL6"X3/8".013 0 3 .539 0 y 9 581728.153 583200 36.45 72.9 1.432 H1-1b 76 M89 PL6"X3/8".012 9.016 11 .516 9.016 y 12 579882.038 583200 36.45 72.9 1.202 H1-1b 77 M10 PL6"X3/8".012 6 11 .374 6 y 11 581728.153 583200 36.45 72.9 1.343 H1-1b 78 M11 PL6"X3/8".011 6 5 .483 6 y 5 581728.153 583200 36.45 72.9 1.689 H1-1b 79 M48 PL6"X3/8".001 0 4 .677 1.5 y ...583107.901 583200 36.45 72.9 1.045 H1-1b* 80 M41 PL6"X3/8".000 1.5 13 .396 1.5 y ...583107.901 583200 36.45 72.9 2.18 H1-1b* 81 M55 PL6"X3/8".000 1.5 9 .461 1.5 y 60 583107.901 583200 36.45 72.9 1.285 H1-1b* Envelope AISI S100-16: LRFD Cold Formed Steel Code Checks Member Shape Code Check Loc[in] LC Shear Che... Loc[in] Dir LC phi*Pn[lb] phi*Tn[lb] phi*Mnyy[k...phi*Mnzz[k...phi*Vny...phi*Vnz... Cb Eqn No Data to Print ... RISA-3D Version 17.0.4 Page 30 [C:\...\...\...\...\...\...\Jacobs\Southern California\10087182 - WSLOS0068668\MA REV0\SICA001904 - 10087182.r3d] YES NO INSTRUCTIONS: ORAN GE COUNTY FI RE AUTHORI TY Plan Submittal Criteria COMMERCIAL projects, MULTIFAMILY RESIDENTIAL projects and RESIDENTIAL TRACT developments · Fill in the project/business address and provide a brief description of the scope of work and type of business operation that will take place. · Answer questions 1 through 10, read and initial items 11 and 12, then complete and sign the certification section. · If you answer: - “YES” to any part of questions 1 through 10, submit the type of plan indicated in italics to OCFA. · In some cases, other plan types not indicated herein may also be necessary depending on specific conditions or operations. · Visit www.ocfa.org for submittal information and locations. If you need assistance in filling out this form or have questions regarding requirements for review, please contact OCFA at 714-573-6108 or visit us at 1 Fire Authority Road, Irvine, CA 92602. Address Suite City Project Scope/Business Description 1. Construction of a new building, a new story, or increase the footprint of an existing building? Changes to roadways, curbs, or drive aisles? Addition, relocation, or modification of fire hydrants or fences/gates? Construction within 300 feet of an active or proposed oil well? Fire Master Plan (PR145) 2. Property is adjacent to a wildland area or non-irrigated native vegetation? Fire Master Plan (PR145); a Fuel Modification Plan may also be required. (PR120, PR124) 3. Located in or < 100’ from a Division of Oil, Gas, and Geothermal Resources (DOGGR) field boundary, < 300’ from an oil/gas seep, or < 1000’ from a landfill? Methane Work Plan. (PR170) 4. Installation/modification/repair of underground piping, backflow preventers, or fire department connections serving private fire hydrant/sprinkler/standpipe systems? Underground Plan. (PR470, PR475) 5. Drinking/dining/recreation/meetings/training/religious functions or other gatherings in a room > 750 sq.ft. (> 1,000 sq.ft. for training/adulteducation) or > 49 people? Healthcare/outpatient services for > 5 people who may be unable to immediately evacuate without assistance? Education for children (academic tutoring for ages 5+ is exempt unless classified as an E occupancy by the Building Official)? Adult/child daycare? 24-hour care/supervision? Incarceration or restraint? Hotel/apartment or residential facility with 3+ units and 3+ stories (3-story townhouses/rowhouses where an independent direct exit to grade is provided for dwelling are exempt)? Congregate housing/dormitories with 17+ people? High-rise structure (55+ feet to highest occupied floor level)? Architectural Plan (PR200-PR285) 6. Installation/modification of locks delaying or preventing occupants from leaving a space or requiring use of a card, button, or similar action to open a door in the direction of exit travel? Architectural, Sprinkler, and/or Alarm Plan depending on the occupancy and type of device installed (PR200-PR280, PR420-PR425, PR500-PR520) 7. Installation/modification/use of spray booths; dust collection; dry cleaning; industrial ovens/drying equipment; industrial/commercial refrigeration systems; compressed gasses; tanks for cryogenic or flammable/combustible liquids; vapor recovery; smoke control; battery back-up/charging systems (> 50 gal. electrolyte, > 1,000 lb. lithium ion); welding/brazing/soldering, open flame torches, cutting/grinding; or other similar operations? Special Equipment Plan (PR315, PR340-PR382) 8. Storage/use/research with flammable/combustible liquids or other chemicals? Motor vehicle/aircraft maintenance/repair? Cabinetry/woodworking/finishing facility? Chem Class & floor plan (full architectural plan if H occupancy); Special Equipment Plans may be necessary. (PR315-PR360, PR232-PR240) 9. Storage or merchandizing areas in excess of 500 sq. ft. where items are located higher than 12’ (6’ for high-hazard commodities, plastic, rubber, foam, etc.)? High-piled Storage Plan (PR330) 10. Cooking under a Type I commercial hood; installation or modification of a fire extinguishing system located in a commercial cooking hood? Hood & Duct Extinguishing System, not just the hood mechanical plan. (PR335) Initial each of the following two items indicating that you have read and understand the statement: 11. *Sprinklers/Alarms: Consult Building/Fire Codes and ordinances to determine sprinkler/alarm requirements; if a system is required, plans shall be submitted for OCFA review. Existing buildings undergoing remodel must be evaluated by a licensed Initials contractor to determine if modification is needed; if so, contractor shall submit plans prior to making modifications. 12. Fire Hazard Severity Zone: Consult maps available at building department or on OCFA website to determine if your site is located in a FHSZ. Buildings in a FHSZ may be subject to special construction requirements detailed in CBC Chapter 7A or CRC R327— Initials the building department will determine specific requirements. I certify under penalty of perjury under the laws of the State of California that the above is true: Print Name Signature Phone Number ( ) Date / / Building Department: If you have verified that all of the questions have been answered accurately as “NO”, and the project does not otherwise require OCFA review of sprinkler or alarm plans*, then you may accept this signed form as a written release that OCFA review is not required. Should you still require that the applicant have plans approved by OCFA, please initial here or attach an OCFA referral form and have the applicant submit the form along with the appropriate plans and fees for OCFA review. 10-08-14 EE COM O R A N G E C O U N T Y F I R E A U T H O R I T Y Plan Referral Form Required for OCFA to review plans upon the request of the Building Department when the answers on the Plan Submittal Criteria Form (on the reverse) are all “No”. City / County Official Requesting Review: City / County Reference #: Date: __________________________________ City / County: _____________________________________ E-Mail: __________________________________ Contact Name: _____________________________________ Phone #: _________________________________ Title: _____________________________________ ** Have the applicant complete and sign the OCFA Plan Submittal Criteria Form on the reverse of this form. ** Reason(s) for Review: Please describe why OCFA Plan Review is or may be required by the City/County : OCFA COMMENTS:  No further action required on this specific plan type, based on information provided on: ____/______/______.  Project to be taken in for OCFA Review. Other: Name: _________________________________________ Contact #: ______________________________________ Date: _________________________________ OCFA Authorization Updated: 06/02/2020 rs Sheet: 1 File: .\20250616_APP705457_845404.pdf Missing or invalid reference Sheet: 4 File: .\20250616_APP705457_845404.pdf Missing or invalid reference Sheet: 3 File: .\20250616_APP705457_845404.pdf Missing or invalid reference Sheet: 2 File: .\20250616_APP705457_845404.pdf Missing or invalid reference Sheet: 6 File: .\20250616_APP705457_845404.pdf Missing or invalid reference SHEET TITLE SHEET NUMBER REVISIONS BU # 845404 WO # 2399694 22 FWY GLASSELL 3B2 2731 NORTH GRAND SANTA ANA, CA 92705 ORANGE COUNTY, USA tnxTower Report - version 8.3.0.5 Date: June 18, 2025 Telamon 319 Chapanoke Road, Suite 118 Raleigh, NC 27603 (405) 348-5460 Subject: Structural Analysis Report Carrier Designation: AT&T Mobility Co-Locate Site Number: SICA001904 Site Name: 22 FWY GLASSELL 3B2 FA Number: 10087182 Crown Castle Designation: BU Number: 845404 Site Name: 22 FWY GLASSELL 3B2 JDE Job Number: 2148616 Work Order Number: 2399694 Order Number: 705457 Rev. 0 Engineering Firm Designation: Telamon Project Number: 42285-845404-2399694-01-STR Site Data: 2731 North Grand, Santa Ana, Orange County, CA Latitude 33° 46' 29.5'', Longitude -117° 51' 7.6'' 59 Foot - Monopole Tower Telamon is pleased to submit this “Structural Analysis Report” to determine the structural integrity of the above mentioned tower. The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we have determined the tower stress level for the structure and foundation, under the following load case, to be: LC5: Proposed Equipment Configuration Sufficient Capacity This analysis has been performed in accordance with the 2022 California Building Code based upon an ultimate 3-second gust wind speed of 95 mph. Applicable standard references and design criteria are listed in Section 2 - Analysis Criteria. Structural analysis prepared by: Rasika Hirve Respectfully submitted by: Brandon T. Compton, P.E., S.E. Structural Engineer June 18, 2025 59 Ft Monopole Tower Structural Analysis CCI BU No 845404 Project Number 42285-845404-2399694-01-STR, Order 705457, Revision 0 Page 2 tnxTower Report - version 8.3.0.5 TABLE OF CONTENTS 1) INTRODUCTION 2) ANALYSIS CRITERIA Table 1 - Proposed Equipment Configuration 3) ANALYSIS PROCEDURE Table 2 - Documents Provided 3.1) Analysis Method 3.2) Assumptions 4) ANALYSIS RESULTS Table 3 - Section Capacity (Summary) Table 4 - Tower Component Stresses vs. Capacity - LC5 4.1) Recommendations 5) APPENDIX A tnxTower Output 6) APPENDIX B Base Level Drawing 7) APPENDIX C Additional Calculations June 18, 2025 59 Ft Monopole Tower Structural Analysis CCI BU No 845404 Project Number 42285-845404-2399694-01-STR, Order 705457, Revision 0 Page 3 tnxTower Report - version 8.3.0.5 1) INTRODUCTION This tower is a 59 ft Monopole tower designed by Valmont Industries, Inc. 2) ANALYSIS CRITERIA TIA-222 Revision: TIA-222-H Risk Category: II Wind Speed: 95 mph Exposure Category: C Topographic Factor: 1 Seismic Ss: 1.334 Seismic S1: 0.475 Service Wind Speed: 60 mph Table 1 - Proposed Equipment Configuration Mounting Level (ft) Center Line Elevation (ft) Number of Antennas Antenna Manufacturer Antenna Model Number of Feed Lines Feed Line Size (in) 57.0 58.0 3 ericsson AIR 6419 B77G_2024 w/ Mount Pipe 1 3 1 7/8 13/16 3/8 57.0 1 tower mounts Side Arm Mount [SO 101-3] 56.0 3 ericsson RRUS 32 B30 3 ericsson RRUS 4478 B14 3 quintel technology QS8658-3 w/ Mount Pipe 2 raycap DC6-48-60-18-8F_070710 56.0 60.0 1 gps GPS_A 12 1 4 2 7/8 1/2 13/16 3/8 56.0 3 commscope NNH4-65C-R6-V3 w/ Mount Pipe 3 ericsson RRUS 4449 B5/B12 3 ericsson RRUS 8843 B2/B66A 3 quintel technology QD8612-7 w/ Mount Pipe 1 raycap DC6-48-60-18-8F_070710 1 raycap DC9-48-60-24-8C-EV_220506 1 tower mounts Side Arm Mount [SO 101-3] 1 tower mounts T-Arm Mount [TA 901-3] 54.0 1 ericsson AIR 6449 B77D_CCIV3 2 ericsson AIR 6449 B77D_CCIV3 w/ Mount Pipe 3) ANALYSIS PROCEDURE Table 2 - Documents Provided Document Reference Source 4-GEOTECHNICAL REPORTS 4546413 CCISITES 4-TOWER MANUFACTURER DRAWINGS 4718596 CCISITES 4-TOWER FOUNDATION DRAWINGS/DESIGN/SPECS 5199345 CCISITES June 18, 2025 59 Ft Monopole Tower Structural Analysis CCI BU No 845404 Project Number 42285-845404-2399694-01-STR, Order 705457, Revision 0 Page 4 tnxTower Report - version 8.3.0.5 3.1) Analysis Method tnxTower (version 8.3.0.5), a commercially available analysis software package, was used to create a three-dimensional model of the tower and calculate member stresses for various loading cases. Selected output from the analysis is included in Appendix A. When applicable, Crown Castle has calculated and provided the effective area for panel antennas using approved methods following the intent of the TIA-222-standared. 3.2) Assumptions 1) Tower and structures were maintained in accordance with the TIA-222 Standard. 2) The configuration of antennas, transmission cables, mounts and other appurtenances are as specified in Table 1 and the referenced drawings. This analysis may be affected if any assumptions are not valid or have been made in error. Telamon should be notified to determine the effect on the structural integrity of the tower. 4) ANALYSIS RESULTS Table 3 - Section Capacity (Summary) Section No. Elevation (ft) Component Type Size Critical Element P (K) SF*P_allow (K) % Capacity Pass / Fail L1 59 - 19.9167 Pole TP24.382x16.562x0.2813 1 -10.18 1295.23 49.9 Pass L2 19.9167 - 0 Pole TP27.8x23.0025x0.3438 2 -13.84 1866.74 52.5 Pass Summary Pole (L2) 52.5 Pass RATING = 52.5 Pass Table 4 - Tower Component Stresses vs. Capacity - LC5 Notes Component Elevation (ft) % Capacity Pass / Fail 1 Anchor Rods 0 44.0 Pass 1 Base Plate 0 33.8 Pass 1 Base Foundation (Structure) 0 35.5 Pass 1 Base Foundation (Soil Interaction) 0 29.0 Pass Structure Rating (max from all components) = 52.5% Notes: 1) See additional documentation in “Appendix C – Additional Calculations” for calculations supporting the % capacity consumed. 4.1) Recommendations The tower and its foundation have sufficient capacity to carry the proposed load configuration. No modifications are required at this time. June 18, 2025 59 Ft Monopole Tower Structural Analysis CCI BU No 845404 Project Number 42285-845404-2399694-01-STR, Order 705457, Revision 0 Page 5 tnxTower Report - version 8.3.0.5 APPENDIX A TNXTOWER OUTPUT Telamon 319 Chapanoke Road, Suite 118 Raleigh, NC 27603 Phone: (405) 348-5460 FAX: (405) 341-6334 Job: BU #845404 - 22 FWY GLASSELL 3B2 Project: 42285-845404-2399694-01-STR Client: Crown Castle Drawn by: YR App'd: Code: TIA-222-H Date: 06/18/25 Scale: NTS Path: C:\Users\yamini.rajakumar\Telamon Dropbox\Yamini Rajakumar\42285 - Crown Structural Engineering\845404 - 22 FWY GLASSELL 3B2\WO 2399694 - SA\01 - STR\_QA\20250618_APP705457_845404 CCISeismic 5.0.2 Wind And Seismic Analysis.eri Dwg No. E-1 59.0 ft 19.9 ft 0.0 ft REACTIONS - 95 mph WIND TORQUE 1 kip-ft 13 K SHEAR 677 kip-ft MOMENT 14 K AXIAL SEISMIC 5 K SHEAR 247 kip-ft MOMENT 16 K AXIAL ARE FACTORED ALL REACTIONS S e c t i o n 1 2 L e n g t h ( f t ) 3 9 . 0 8 24 . 0 0 N u m b e r o f S i d e s 1 2 12 T h i c k n e s s ( i n ) 0 . 2 8 1 2 0. 3 4 3 8 S o c k e t L e n g t h ( f t ) 4 . 0 8 T o p D i a ( i n ) 1 6 . 5 6 2 0 23 . 0 0 2 5 B o t D i a ( i n ) 2 4 . 3 8 2 0 27 . 8 0 0 0 G r a d e A 5 7 2 - 6 5 W e i g h t ( K ) 2 . 4 2. 3 4 . 7 MATERIAL STRENGTH GRADE GRADEFy FyFu Fu A572-65 65 ksi 80 ksi TOWER DESIGN NOTES 1. Tower is located in Orange County, California. 2. Tower designed for Exposure C to the TIA-222-H Standard. 3. Tower designed for a 95 mph basic wind in accordance with the TIA-222-H Standard. 4. Deflections are based upon a 60 mph wind. 5. Tower Risk Category II. 6. Topographic Category 1 with Crest Height of 0.00 ft 7. CCISeismic Note: Seismic loads generated by CCISeismic 5.0.2 8. CCISeismic Note: Seismic calculations are in accordance with TIA-222-H-1 9. TOWER RATING: 52.5% June 18, 2025 59 Ft Monopole Tower Structural Analysis CCI BU No 845404 Project Number 42285-845404-2399694-01-STR, Order 705457, Revision 0 Page 6 tnxTower Report - version 8.3.0.5 Tower Input Data The tower is a monopole. This tower is designed using the TIA-222-H standard. The following design criteria apply: • Tower is located in Orange County, California. • Tower base elevation above sea level: 185.22 ft. • Basic wind speed of 95 mph. • Risk Category II. • Exposure Category C. • Simplified Topographic Factor Procedure for wind speed-up calculations is used. • Topographic Category: 1. • Crest Height: 0.00 ft. • Deflections calculated using a wind speed of 60 mph. • CCISeismic Note: Seismic loads generated by CCISeismic 5.0.2. • CCISeismic Note: Seismic calculations are in accordance with TIA-222-H-1. • Non-linear (P-delta) analysis was used. • Pressures are calculated at each section. • Stress ratio used in pole design is 1. • Tower analysis based on target reliabilities in accordance with Annex S. • Load Modification Factors used: Kes(Fw) = 0.95, Kes(Ev and Eh) = 1.0. • Maximum demand-capacity ratio is: 1.05. • Local bending stresses due to climbing loads, feed line supports, and appurtenance mounts are not considered. Options Consider Moments - Legs Assume Legs Pinned Calculate Redundant Bracing Forces Consider Moments - Horizontals √ Assume Rigid Index Plate Ignore Redundant Members in FEA Consider Moments - Diagonals √ Use Clear Spans For Wind Area SR Leg Bolts Resist Compression Use Moment Magnification Use Clear Spans For KL/r All Leg Panels Have Same Allowable √ Use Code Stress Ratios Retension Guys To Initial Tension Offset Girt At Foundation √ Use Code Safety Factors - Guys √ Bypass Mast Stability Checks √ Consider Feed Line Torque Escalate Ice √ Use Azimuth Dish Coefficients Include Angle Block Shear Check Always Use Max Kz √ Project Wind Area of Appurtenances Use TIA-222-H Bracing Resist. Exemption Kz In Exposure D Hurricane Region √ Alternative Appurt. EPA Calculation Use TIA-222-H Tension Splice Exemption Include Bolts In Member Capacity Autocalc Torque Arm Areas Poles Leg Bolts Are At Top Of Section Add IBC .6D+W Combination √ Include Shear-Torsion Interaction Secondary Horizontal Braces Leg √ Sort Capacity Reports By Component Always Use Sub-Critical Flow Use Diamond Inner Bracing (4 Sided) Triangulate Diamond Inner Bracing Use Top Mounted Sockets SR Members Have Cut Ends Treat Feed Line Bundles As Cylinder √ Pole Without Linear Attachments SR Members Are Concentric Ignore KL/ry For 60 Deg. Angle Legs Pole With Shroud Or No Appurtenances Distribute Leg Loads As Uniform Use ASCE 10 X-Brace Ly Rules Outside and Inside Corner Radii Are Known Use Special Wind Profile Tapered Pole Section Geometry Section Elevation ft Section Length ft Splice Length ft Number of Sides Top Diameter in Bottom Diameter in Wall Thickness in Bend Radius in Pole Grade L1 59.00-19.92 39.08 4.08 12 16.5620 24.3820 0.2812 1.1250 A572-65 (65 ksi) L2 19.92-0.00 24.00 12 23.0025 27.8000 0.3438 1.3750 A572-65 (65 ksi) June 18, 2025 59 Ft Monopole Tower Structural Analysis CCI BU No 845404 Project Number 42285-845404-2399694-01-STR, Order 705457, Revision 0 Page 7 tnxTower Report - version 8.3.0.5 Tapered Pole Properties Section Tip Dia. in Area in2 I in4 r in C in I/C in3 J in4 It/Q in2 w in w/t L1 17.0470 14.7443 498.8358 5.8285 8.5791 58.1454 1010.7765 7.2567 3.6849 13.102 25.1429 21.8262 1618.1770 8.6281 12.6299 128.1230 3278.8653 10.7422 5.7806 20.553 L2 24.5377 25.0804 1643.5838 8.1118 11.9153 137.9390 3330.3464 12.3438 5.2434 15.254 28.6594 30.3906 2924.2075 9.8293 14.4004 203.0643 5925.2372 14.9573 6.5292 18.994 Tower Elevation ft Gusset Area (per face) ft2 Gusset Thickness in Gusset Grade Adjust. Factor Af Adjust. Factor Ar Weight Mult. Double Angle Stitch Bolt Spacing Diagonals in Double Angle Stitch Bolt Spacing Horizontals in Double Angle Stitch Bolt Spacing Redundants in L1 59.00- 19.92 1 1 1 L2 19.92-0.00 1 1 1 Feed Line/Linear Appurtenances - Entered As Round Or Flat Description Face or Leg Allow Shield Exclude From Torque Calculation Componen t Type Placement ft Total Number Number Per Row Clear Spacing in Width or Diamete r in Perimete r in Weight plf *** Feed Line/Linear Appurtenances - Entered As Area Description Face or Leg Allow Shield Exclude From Torque Calculation Componen t Type Placement ft Total Number CAAA ft2/ft Weight plf **56** LDF5-50A(7/8) A No No Inside Pole 56.00 - 0.00 12 No Ice 0.00 0.33 LDF4-50A(1/2) A No No Inside Pole 56.00 - 0.00 1 No Ice 0.00 0.15 PWRT-608- S(13/16) A No No Inside Pole 56.00 - 0.00 4 No Ice 0.00 0.62 FB-L98-002- XXX(3/8) A No No Inside Pole 56.00 - 0.00 2 No Ice 0.00 0.06 **57** PWRT-606-S(7/8) A No No Inside Pole 57.00 - 0.00 1 No Ice 0.00 0.89 PWRT-608- S(13/16) A No No Inside Pole 57.00 - 0.00 3 No Ice 0.00 0.62 FB-L98-002- XXX(3/8) A No No Inside Pole 56.00 - 0.00 1 No Ice 0.00 0.06 *** *** *** Feed Line/Linear Appurtenances Section Areas Tower Sectio n Tower Elevation ft Face AR ft2 AF ft2 CAAA In Face ft2 CAAA Out Face ft2 Weight K L1 59.00-19.92 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.35 0.00 0.00 L2 19.92-0.00 A 0.000 0.000 0.000 0.000 0.19 June 18, 2025 59 Ft Monopole Tower Structural Analysis CCI BU No 845404 Project Number 42285-845404-2399694-01-STR, Order 705457, Revision 0 Page 8 tnxTower Report - version 8.3.0.5 Tower Sectio n Tower Elevation ft Face AR ft2 AF ft2 CAAA In Face ft2 CAAA Out Face ft2 Weight K B C 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0.00 Feed Line Center of Pressure Section Elevation ft CPX in CPZ in CPX Ice in CPZ Ice in L1 59.00-19.92 0.0000 0.0000 0.0000 0.0000 L2 19.92-0.00 0.0000 0.0000 0.0000 0.0000 Note: For pole sections, center of pressure calculations do not consider feed line shielding. User Defined Loads - Seismic Description Elevation ft Offset From Centroid ft Azimuth Angle ° Ev K Ehx K Ehz K Eh K CCISeismic Tower Section 1 - 1 54.46 0.00 0.0000 0.10 0.00 0.00 0.26 CCISeismic Tower Section 1 - 2 44.92 0.00 0.0000 0.13 0.00 0.00 0.23 CCISeismic Tower Section 1 - 3 34.92 0.00 0.0000 0.14 0.00 0.00 0.18 CCISeismic Tower Section 1 - 4 24.92 0.00 0.0000 0.15 0.00 0.00 0.12 CCISeismic Tower Section 2 - 1 22.00 0.00 0.0000 0.07 0.00 0.00 0.05 CCISeismic Tower Section 2 - 2 15.00 0.00 0.0000 0.20 0.00 0.00 0.07 CCISeismic Tower Section 2 - 3 5.00 0.00 0.0000 0.21 0.00 0.00 0.02 CCISeismic monopalm Palm Frond 56.00 0.00 0.0000 0.31 0.00 0.00 0.80 CCISeismic ericsson AIR 6419 B77G_2024 w/ Mount Pipe 57.00 0.00 0.0000 0.02 0.00 0.00 0.04 CCISeismic ericsson AIR 6419 B77G_2024 w/ Mount Pipe 57.00 0.00 0.0000 0.02 0.00 0.00 0.04 CCISeismic ericsson AIR 6419 B77G_2024 w/ Mount Pipe 57.00 0.00 0.0000 0.02 0.00 0.00 0.04 CCISeismic quintel technology QS8658-3 w/ Mount Pipe 57.00 0.00 0.0000 0.03 0.00 0.00 0.07 CCISeismic quintel technology QS8658-3 w/ Mount Pipe 57.00 0.00 0.0000 0.03 0.00 0.00 0.07 CCISeismic quintel technology QS8658-3 w/ Mount Pipe 57.00 0.00 0.0000 0.03 0.00 0.00 0.07 CCISeismic ericsson RRUS 32 B30 57.00 0.00 0.0000 0.01 0.00 0.00 0.03 CCISeismic ericsson RRUS 32 B30 57.00 0.00 0.0000 0.01 0.00 0.00 0.03 CCISeismic ericsson RRUS 32 B30 57.00 0.00 0.0000 0.01 0.00 0.00 0.03 CCISeismic ericsson RRUS 57.00 0.00 0.0000 0.01 0.00 0.00 0.03 June 18, 2025 59 Ft Monopole Tower Structural Analysis CCI BU No 845404 Project Number 42285-845404-2399694-01-STR, Order 705457, Revision 0 Page 9 tnxTower Report - version 8.3.0.5 Description Elevation ft Offset From Centroid ft Azimuth Angle ° Ev K Ehx K Ehz K Eh K 4478 B14 CCISeismic ericsson RRUS 4478 B14 57.00 0.00 0.0000 0.01 0.00 0.00 0.03 CCISeismic ericsson RRUS 4478 B14 57.00 0.00 0.0000 0.01 0.00 0.00 0.03 CCISeismic raycap DC6-48- 60-18-8F_070710 57.00 0.00 0.0000 0.00 0.00 0.00 0.01 CCISeismic raycap DC6-48- 60-18-8F_070710 57.00 0.00 0.0000 0.00 0.00 0.00 0.01 CCISeismic tower mounts Side Arm Mount [SO 101-3] 57.00 0.00 0.0000 0.05 0.00 0.00 0.14 CCISeismic (2) commscope NNH4-65C-R6-V3 w/ Mount Pipe 56.00 0.00 0.0000 0.07 0.00 0.00 0.18 CCISeismic commscope NNH4-65C-R6-V3 w/ Mount Pipe 56.00 0.00 0.0000 0.03 0.00 0.00 0.09 CCISeismic ericsson AIR 6449 B77D_CCIV3 56.00 0.00 0.0000 0.02 0.00 0.00 0.05 CCISeismic ericsson AIR 6449 B77D_CCIV3 w/ Mount Pipe 56.00 0.00 0.0000 0.02 0.00 0.00 0.06 CCISeismic ericsson AIR 6449 B77D_CCIV3 w/ Mount Pipe 56.00 0.00 0.0000 0.02 0.00 0.00 0.06 CCISeismic gps GPS_A 56.00 0.00 0.0000 0.00 0.00 0.00 0.00 CCISeismic quintel technology QD8612-7 w/ Mount Pipe 56.00 0.00 0.0000 0.03 0.00 0.00 0.09 CCISeismic quintel technology QD8612-7 w/ Mount Pipe 56.00 0.00 0.0000 0.03 0.00 0.00 0.09 CCISeismic quintel technology QD8612-7 w/ Mount Pipe 56.00 0.00 0.0000 0.03 0.00 0.00 0.09 CCISeismic ericsson RRUS 4449 B5/B12 56.00 0.00 0.0000 0.01 0.00 0.00 0.04 CCISeismic ericsson RRUS 4449 B5/B12 56.00 0.00 0.0000 0.01 0.00 0.00 0.04 CCISeismic ericsson RRUS 4449 B5/B12 56.00 0.00 0.0000 0.01 0.00 0.00 0.04 CCISeismic ericsson RRUS 8843 B2/B66A 56.00 0.00 0.0000 0.01 0.00 0.00 0.04 CCISeismic ericsson RRUS 8843 B2/B66A 56.00 0.00 0.0000 0.01 0.00 0.00 0.04 CCISeismic ericsson RRUS 8843 B2/B66A 56.00 0.00 0.0000 0.01 0.00 0.00 0.04 CCISeismic raycap DC6-48- 60-18-8F_070710 56.00 0.00 0.0000 0.00 0.00 0.00 0.01 CCISeismic raycap DC9-48- 60-24-8C-EV_220506 56.00 0.00 0.0000 0.00 0.00 0.00 0.01 CCISeismic tower mounts T- Arm Mount [TA 901-3] 56.00 0.00 0.0000 0.16 0.00 0.00 0.42 CCISeismic tower mounts Side Arm Mount [SO 101-3] 56.00 0.00 0.0000 0.05 0.00 0.00 0.14 CCISeismic (2) tower mounts Site Pro 1 SFS-H 48'' Horizontal Angle Stabilizer Kit 56.00 0.00 0.0000 0.03 0.00 0.00 0.07 CCISeismic (2) tower mounts Site Pro 1 SFS-H 48'' Horizontal Angle Stabilizer Kit 56.00 0.00 0.0000 0.03 0.00 0.00 0.07 CCISeismic (2) tower mounts Site Pro 1 SFS-H 48'' Horizontal Angle Stabilizer Kit 56.00 0.00 0.0000 0.03 0.00 0.00 0.07 CCISeismic tower mounts 10' x 2.375'' Horizontal Mount Pipe 56.00 0.00 0.0000 0.01 0.00 0.00 0.02 CCISeismic tower mounts 10' 56.00 0.00 0.0000 0.01 0.00 0.00 0.02 June 18, 2025 59 Ft Monopole Tower Structural Analysis CCI BU No 845404 Project Number 42285-845404-2399694-01-STR, Order 705457, Revision 0 Page 10 tnxTower Report - version 8.3.0.5 Description Elevation ft Offset From Centroid ft Azimuth Angle ° Ev K Ehx K Ehz K Eh K x 2.375'' Horizontal Mount Pipe CCISeismic tower mounts 10' x 2.375'' Horizontal Mount Pipe 56.00 0.00 0.0000 0.01 0.00 0.00 0.02 CCISeismic (4) tower mounts 4' x 2'' Pipe Mount 57.00 0.00 0.0000 0.03 0.00 0.00 0.07 CCISeismic (4) tower mounts 4' x 2'' Pipe Mount 57.00 0.00 0.0000 0.03 0.00 0.00 0.07 CCISeismic (4) tower mounts 4' x 2'' Pipe Mount 57.00 0.00 0.0000 0.03 0.00 0.00 0.07 CCISeismic (12) andrew LDF5-50A(7/8) From 0 to 56 (49ft to56ft) 52.50 0.00 0.0000 0.01 0.00 0.00 0.01 CCISeismic (12) andrew LDF5-50A(7/8) From 0 to 56 (39ft to49ft) 44.00 0.00 0.0000 0.01 0.00 0.00 0.02 CCISeismic (12) andrew LDF5-50A(7/8) From 0 to 56 (29ft to39ft) 34.00 0.00 0.0000 0.01 0.00 0.00 0.01 CCISeismic (12) andrew LDF5-50A(7/8) From 0 to 56 (19ft to29ft) 24.00 0.00 0.0000 0.01 0.00 0.00 0.01 CCISeismic (12) andrew LDF5-50A(7/8) From 0 to 56 (9ft to19ft) 14.00 0.00 0.0000 0.01 0.00 0.00 0.00 CCISeismic (12) andrew LDF5-50A(7/8) From 0 to 56 (0ft to9ft) 4.50 0.00 0.0000 0.01 0.00 0.00 0.00 CCISeismic commscope LDF4-50A(1/2) From 0 to 56 (49ft to56ft) 52.50 0.00 0.0000 0.00 0.00 0.00 0.00 CCISeismic commscope LDF4-50A(1/2) From 0 to 56 (39ft to49ft) 44.00 0.00 0.0000 0.00 0.00 0.00 0.00 CCISeismic commscope LDF4-50A(1/2) From 0 to 56 (29ft to39ft) 34.00 0.00 0.0000 0.00 0.00 0.00 0.00 CCISeismic commscope LDF4-50A(1/2) From 0 to 56 (19ft to29ft) 24.00 0.00 0.0000 0.00 0.00 0.00 0.00 CCISeismic commscope LDF4-50A(1/2) From 0 to 56 (9ft to19ft) 14.00 0.00 0.0000 0.00 0.00 0.00 0.00 CCISeismic commscope LDF4-50A(1/2) From 0 to 56 (0ft to9ft) 4.50 0.00 0.0000 0.00 0.00 0.00 0.00 CCISeismic (4) commscope PWRT-608-S(13/16) From 0 to 56 (49ft to56ft) 52.50 0.00 0.0000 0.00 0.00 0.00 0.01 CCISeismic (4) commscope PWRT-608-S(13/16) From 0 to 56 (39ft to49ft) 44.00 0.00 0.0000 0.01 0.00 0.00 0.01 CCISeismic (4) commscope PWRT-608-S(13/16) From 0 to 56 (29ft to39ft) 34.00 0.00 0.0000 0.01 0.00 0.00 0.01 CCISeismic (4) commscope PWRT-608-S(13/16) From 0 to 56 (19ft to29ft) 24.00 0.00 0.0000 0.01 0.00 0.00 0.00 CCISeismic (4) commscope PWRT-608-S(13/16) From 0 to 56 (9ft to19ft) 14.00 0.00 0.0000 0.01 0.00 0.00 0.00 CCISeismic (4) commscope PWRT-608-S(13/16) From 0 to 56 (0ft to9ft) 4.50 0.00 0.0000 0.00 0.00 0.00 0.00 CCISeismic (2) rosenberger leoni FB-L98-002-XXX(3/8) From 0 to 56 (49ft to56ft) 52.50 0.00 0.0000 0.00 0.00 0.00 0.00 June 18, 2025 59 Ft Monopole Tower Structural Analysis CCI BU No 845404 Project Number 42285-845404-2399694-01-STR, Order 705457, Revision 0 Page 11 tnxTower Report - version 8.3.0.5 Description Elevation ft Offset From Centroid ft Azimuth Angle ° Ev K Ehx K Ehz K Eh K CCISeismic (2) rosenberger leoni FB-L98-002-XXX(3/8) From 0 to 56 (39ft to49ft) 44.00 0.00 0.0000 0.00 0.00 0.00 0.00 CCISeismic (2) rosenberger leoni FB-L98-002-XXX(3/8) From 0 to 56 (29ft to39ft) 34.00 0.00 0.0000 0.00 0.00 0.00 0.00 CCISeismic (2) rosenberger leoni FB-L98-002-XXX(3/8) From 0 to 56 (19ft to29ft) 24.00 0.00 0.0000 0.00 0.00 0.00 0.00 CCISeismic (2) rosenberger leoni FB-L98-002-XXX(3/8) From 0 to 56 (9ft to19ft) 14.00 0.00 0.0000 0.00 0.00 0.00 0.00 CCISeismic (2) rosenberger leoni FB-L98-002-XXX(3/8) From 0 to 56 (0ft to9ft) 4.50 0.00 0.0000 0.00 0.00 0.00 0.00 CCISeismic commscope PWRT-606-S(7/8) From 0 to 57 (49ft to57ft) 53.00 0.00 0.0000 0.00 0.00 0.00 0.00 CCISeismic commscope PWRT-606-S(7/8) From 0 to 57 (39ft to49ft) 44.00 0.00 0.0000 0.00 0.00 0.00 0.00 CCISeismic commscope PWRT-606-S(7/8) From 0 to 57 (29ft to39ft) 34.00 0.00 0.0000 0.00 0.00 0.00 0.00 CCISeismic commscope PWRT-606-S(7/8) From 0 to 57 (19ft to29ft) 24.00 0.00 0.0000 0.00 0.00 0.00 0.00 CCISeismic commscope PWRT-606-S(7/8) From 0 to 57 (9ft to19ft) 14.00 0.00 0.0000 0.00 0.00 0.00 0.00 CCISeismic commscope PWRT-606-S(7/8) From 0 to 57 (0ft to9ft) 4.50 0.00 0.0000 0.00 0.00 0.00 0.00 CCISeismic (3) commscope PWRT-608-S(13/16) From 0 to 57 (49ft to57ft) 53.00 0.00 0.0000 0.00 0.00 0.00 0.01 CCISeismic (3) commscope PWRT-608-S(13/16) From 0 to 57 (39ft to49ft) 44.00 0.00 0.0000 0.00 0.00 0.00 0.01 CCISeismic (3) commscope PWRT-608-S(13/16) From 0 to 57 (29ft to39ft) 34.00 0.00 0.0000 0.00 0.00 0.00 0.00 CCISeismic (3) commscope PWRT-608-S(13/16) From 0 to 57 (19ft to29ft) 24.00 0.00 0.0000 0.00 0.00 0.00 0.00 CCISeismic (3) commscope PWRT-608-S(13/16) From 0 to 57 (9ft to19ft) 14.00 0.00 0.0000 0.00 0.00 0.00 0.00 CCISeismic (3) commscope PWRT-608-S(13/16) From 0 to 57 (0ft to9ft) 4.50 0.00 0.0000 0.00 0.00 0.00 0.00 CCISeismic rosenberger leoni FB-L98-002-XXX(3/8) From 0 to 56 (49ft to56ft) 52.50 0.00 0.0000 0.00 0.00 0.00 0.00 CCISeismic rosenberger leoni FB-L98-002-XXX(3/8) From 0 to 56 (39ft to49ft) 44.00 0.00 0.0000 0.00 0.00 0.00 0.00 CCISeismic rosenberger leoni FB-L98-002-XXX(3/8) From 0 to 56 (29ft to39ft) 34.00 0.00 0.0000 0.00 0.00 0.00 0.00 CCISeismic rosenberger leoni FB-L98-002-XXX(3/8) From 0 to 56 (19ft to29ft) 24.00 0.00 0.0000 0.00 0.00 0.00 0.00 CCISeismic rosenberger leoni FB-L98-002-XXX(3/8) From 0 to 56 (9ft to19ft) 14.00 0.00 0.0000 0.00 0.00 0.00 0.00 CCISeismic rosenberger leoni FB-L98-002-XXX(3/8) 4.50 0.00 0.0000 0.00 0.00 0.00 0.00 June 18, 2025 59 Ft Monopole Tower Structural Analysis CCI BU No 845404 Project Number 42285-845404-2399694-01-STR, Order 705457, Revision 0 Page 12 tnxTower Report - version 8.3.0.5 Description Elevation ft Offset From Centroid ft Azimuth Angle ° Ev K Ehx K Ehz K Eh K From 0 to 56 (0ft to9ft) Discrete Tower Loads Description Face or Leg Offset Type Offsets: Horz Lateral Vert ft ft ft Azimuth Adjustmen t ° Placement ft CAAA Front ft2 CAAA Side ft2 Weight K *** Palm Frond C None 0.0000 56.00 No Ice 252.00 252.00 1.45 **57** AIR 6419 B77G_2024 w/ Mount Pipe A From Leg 1.00 0.00 1.00 0.0000 57.00 No Ice 3.43 1.95 0.08 AIR 6419 B77G_2024 w/ Mount Pipe B From Leg 1.00 0.00 1.00 0.0000 57.00 No Ice 3.43 1.95 0.08 AIR 6419 B77G_2024 w/ Mount Pipe C From Leg 1.00 0.00 1.00 0.0000 57.00 No Ice 3.43 1.95 0.08 QS8658-3 w/ Mount Pipe A From Leg 1.00 0.00 -1.00 0.0000 57.00 No Ice 5.42 5.62 0.13 QS8658-3 w/ Mount Pipe B From Leg 1.00 0.00 -1.00 0.0000 57.00 No Ice 5.42 5.62 0.13 QS8658-3 w/ Mount Pipe C From Leg 1.00 0.00 -1.00 0.0000 57.00 No Ice 5.42 5.62 0.13 RRUS 32 B30 A From Leg 1.00 0.00 -1.00 0.0000 57.00 No Ice 2.73 1.67 0.05 RRUS 32 B30 B From Leg 1.00 0.00 -1.00 0.0000 57.00 No Ice 2.73 1.67 0.05 RRUS 32 B30 C From Leg 1.00 0.00 -1.00 0.0000 57.00 No Ice 2.73 1.67 0.05 RRUS 4478 B14 A From Leg 1.00 0.00 -1.00 0.0000 57.00 No Ice 1.84 1.06 0.06 RRUS 4478 B14 B From Leg 1.00 0.00 -1.00 0.0000 57.00 No Ice 1.84 1.06 0.06 RRUS 4478 B14 C From Leg 1.00 0.00 -1.00 0.0000 57.00 No Ice 1.84 1.06 0.06 DC6-48-60-18-8F_070710 A From Leg 1.00 0.00 -1.00 0.0000 57.00 No Ice 2.20 1.81 0.02 DC6-48-60-18-8F_070710 C From Leg 1.00 0.00 -1.00 0.0000 57.00 No Ice 2.20 1.81 0.02 Side Arm Mount [SO 101- 3] C None 0.0000 57.00 No Ice 5.81 5.81 0.25 **56** (2) NNH4-65C-R6-V3 w/ Mount Pipe A From Leg 4.00 0.00 0.00 0.0000 56.00 No Ice 9.68 5.17 0.16 NNH4-65C-R6-V3 w/ Mount Pipe B From Leg 4.00 0.00 0.0000 56.00 No Ice 9.68 5.17 0.16 June 18, 2025 59 Ft Monopole Tower Structural Analysis CCI BU No 845404 Project Number 42285-845404-2399694-01-STR, Order 705457, Revision 0 Page 13 tnxTower Report - version 8.3.0.5 Description Face or Leg Offset Type Offsets: Horz Lateral Vert ft ft ft Azimuth Adjustmen t ° Placement ft CAAA Front ft2 CAAA Side ft2 Weight K 0.00 AIR 6449 B77D_CCIV3 A From Leg 4.00 0.00 -2.00 0.0000 56.00 No Ice 3.70 2.14 0.10 AIR 6449 B77D_CCIV3 w/ Mount Pipe B From Leg 4.00 0.00 -2.00 0.0000 56.00 No Ice 3.65 2.72 0.11 AIR 6449 B77D_CCIV3 w/ Mount Pipe C From Leg 4.00 0.00 -2.00 0.0000 56.00 No Ice 3.65 2.72 0.11 GPS_A A From Leg 4.00 0.00 4.00 0.0000 56.00 No Ice 0.26 0.26 0.00 QD8612-7 w/ Mount Pipe A From Leg 4.00 0.00 0.00 0.0000 56.00 No Ice 14.26 9.51 0.16 QD8612-7 w/ Mount Pipe B From Leg 4.00 0.00 0.00 0.0000 56.00 No Ice 14.26 9.51 0.16 QD8612-7 w/ Mount Pipe C From Leg 4.00 0.00 0.00 0.0000 56.00 No Ice 14.26 9.51 0.16 RRUS 4449 B5/B12 B From Leg 4.00 0.00 0.00 0.0000 56.00 No Ice 1.97 1.41 0.07 RRUS 4449 B5/B12 B From Leg 4.00 0.00 0.00 0.0000 56.00 No Ice 1.97 1.41 0.07 RRUS 4449 B5/B12 C From Leg 4.00 0.00 0.00 0.0000 56.00 No Ice 1.97 1.41 0.07 RRUS 8843 B2/B66A A From Leg 4.00 0.00 0.00 0.0000 56.00 No Ice 1.64 1.35 0.07 RRUS 8843 B2/B66A B From Leg 4.00 0.00 0.00 0.0000 56.00 No Ice 1.64 1.35 0.07 RRUS 8843 B2/B66A C From Leg 4.00 0.00 0.00 0.0000 56.00 No Ice 1.64 1.35 0.07 DC6-48-60-18-8F_070710 A From Leg 4.00 0.00 0.00 0.0000 56.00 No Ice 2.20 1.81 0.02 DC9-48-60-24-8C- EV_220506 A From Leg 4.00 0.00 0.00 0.0000 56.00 No Ice 2.11 2.69 0.02 T-Arm Mount [TA 901-3] C None 0.0000 56.00 No Ice 19.92 19.92 0.75 Side Arm Mount [SO 101- 3] C None 0.0000 56.00 No Ice 5.81 5.81 0.25 (2) Site Pro 1 SFS-H 48'' Horizontal Angle Stabilizer Kit A From Leg 4.00 0.00 0.00 0.0000 56.00 No Ice 2.68 1.97 0.07 (2) Site Pro 1 SFS-H 48'' Horizontal Angle Stabilizer Kit B From Leg 4.00 0.00 0.00 0.0000 56.00 No Ice 2.68 1.97 0.07 (2) Site Pro 1 SFS-H 48'' Horizontal Angle Stabilizer Kit C From Leg 4.00 0.00 0.00 0.0000 56.00 No Ice 2.68 1.97 0.07 10' x 2.375'' Horizontal Mount Pipe A From Leg 4.00 0.00 0.00 0.0000 56.00 No Ice 2.38 0.06 0.04 10' x 2.375'' Horizontal Mount Pipe B From Leg 4.00 0.00 0.00 0.0000 56.00 No Ice 2.38 0.06 0.04 10' x 2.375'' Horizontal C From Leg 4.00 0.0000 56.00 No Ice 2.38 0.06 0.04 June 18, 2025 59 Ft Monopole Tower Structural Analysis CCI BU No 845404 Project Number 42285-845404-2399694-01-STR, Order 705457, Revision 0 Page 14 tnxTower Report - version 8.3.0.5 Description Face or Leg Offset Type Offsets: Horz Lateral Vert ft ft ft Azimuth Adjustmen t ° Placement ft CAAA Front ft2 CAAA Side ft2 Weight K Mount Pipe 0.00 0.00 (4) 4' x 2'' Pipe Mount A From Leg 4.00 0.00 0.00 0.0000 57.00 No Ice 0.79 0.79 0.03 (4) 4' x 2'' Pipe Mount B From Leg 4.00 0.00 0.00 0.0000 57.00 No Ice 0.79 0.79 0.03 (4) 4' x 2'' Pipe Mount C From Leg 4.00 0.00 0.00 0.0000 57.00 No Ice 0.79 0.79 0.03 *** *** Load Combinations Comb. No. Description 1 Dead Only 2 1.2 Dead+1.0 Wind 0 deg - No Ice 3 0.9 Dead+1.0 Wind 0 deg - No Ice 4 1.2 Dead+1.0 Wind 30 deg - No Ice 5 0.9 Dead+1.0 Wind 30 deg - No Ice 6 1.2 Dead+1.0 Wind 60 deg - No Ice 7 0.9 Dead+1.0 Wind 60 deg - No Ice 8 1.2 Dead+1.0 Wind 90 deg - No Ice 9 0.9 Dead+1.0 Wind 90 deg - No Ice 10 1.2 Dead+1.0 Wind 120 deg - No Ice 11 0.9 Dead+1.0 Wind 120 deg - No Ice 12 1.2 Dead+1.0 Wind 150 deg - No Ice 13 0.9 Dead+1.0 Wind 150 deg - No Ice 14 1.2 Dead+1.0 Wind 180 deg - No Ice 15 0.9 Dead+1.0 Wind 180 deg - No Ice 16 1.2 Dead+1.0 Wind 210 deg - No Ice 17 0.9 Dead+1.0 Wind 210 deg - No Ice 18 1.2 Dead+1.0 Wind 240 deg - No Ice 19 0.9 Dead+1.0 Wind 240 deg - No Ice 20 1.2 Dead+1.0 Wind 270 deg - No Ice 21 0.9 Dead+1.0 Wind 270 deg - No Ice 22 1.2 Dead+1.0 Wind 300 deg - No Ice 23 0.9 Dead+1.0 Wind 300 deg - No Ice 24 1.2 Dead+1.0 Wind 330 deg - No Ice 25 0.9 Dead+1.0 Wind 330 deg - No Ice 26 Dead+Wind 0 deg - Service 27 Dead+Wind 30 deg - Service 28 Dead+Wind 60 deg - Service 29 Dead+Wind 90 deg - Service 30 Dead+Wind 120 deg - Service 31 Dead+Wind 150 deg - Service 32 Dead+Wind 180 deg - Service 33 Dead+Wind 210 deg - Service 34 Dead+Wind 240 deg - Service 35 Dead+Wind 270 deg - Service 36 Dead+Wind 300 deg - Service 37 Dead+Wind 330 deg - Service 38 1.2 Dead+1.0 Ev+1.0 Eh 0 deg 39 0.9 Dead-1.0 Ev+1.0 Eh 0 deg 40 1.2 Dead+1.0 Ev+1.0 Eh 30 deg 41 0.9 Dead-1.0 Ev+1.0 Eh 30 deg June 18, 2025 59 Ft Monopole Tower Structural Analysis CCI BU No 845404 Project Number 42285-845404-2399694-01-STR, Order 705457, Revision 0 Page 15 tnxTower Report - version 8.3.0.5 Comb. No. Description 42 1.2 Dead+1.0 Ev+1.0 Eh 60 deg 43 0.9 Dead-1.0 Ev+1.0 Eh 60 deg 44 1.2 Dead+1.0 Ev+1.0 Eh 90 deg 45 0.9 Dead-1.0 Ev+1.0 Eh 90 deg 46 1.2 Dead+1.0 Ev+1.0 Eh 120 deg 47 0.9 Dead-1.0 Ev+1.0 Eh 120 deg 48 1.2 Dead+1.0 Ev+1.0 Eh 150 deg 49 0.9 Dead-1.0 Ev+1.0 Eh 150 deg 50 1.2 Dead+1.0 Ev+1.0 Eh 180 deg 51 0.9 Dead-1.0 Ev+1.0 Eh 180 deg 52 1.2 Dead+1.0 Ev+1.0 Eh 210 deg 53 0.9 Dead-1.0 Ev+1.0 Eh 210 deg 54 1.2 Dead+1.0 Ev+1.0 Eh 240 deg 55 0.9 Dead-1.0 Ev+1.0 Eh 240 deg 56 1.2 Dead+1.0 Ev+1.0 Eh 270 deg 57 0.9 Dead-1.0 Ev+1.0 Eh 270 deg 58 1.2 Dead+1.0 Ev+1.0 Eh 300 deg 59 0.9 Dead-1.0 Ev+1.0 Eh 300 deg 60 1.2 Dead+1.0 Ev+1.0 Eh 330 deg 61 0.9 Dead-1.0 Ev+1.0 Eh 330 deg Maximum Member Forces Sectio n No. Elevation ft Component Type Condition Gov. Load Comb. Axial K Major Axis Moment kip-ft Minor Axis Moment kip-ft L1 59 - 19.9167 Pole Max Tension 2 0.00 0.00 -0.00 Max. Compression 54 -12.38 116.15 -66.74 Max. Mx 8 -10.19 -371.78 -0.58 Max. My 2 -10.18 0.42 376.55 Max. Vy 8 12.05 -371.78 -0.58 Max. Vx 2 -12.20 0.42 376.55 Max. Torque 23 -1.21 L2 19.9167 - 0 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 54 -16.31 211.39 -121.73 Max. Mx 8 -13.84 -668.64 -1.71 Max. My 2 -13.84 1.54 677.08 Max. Vy 8 12.67 -668.64 -1.71 Max. Vx 2 -12.82 1.54 677.08 Max. Torque 23 -1.20 Maximum Reactions Location Condition Gov. Load Comb. Vertical K Horizontal, X K Horizontal, Z K Pole Max. Vert 44 16.31 -4.56 0.00 Max. Hx 20 13.85 12.66 0.05 Max. Hz 2 13.85 0.05 12.81 Max. Mx 2 677.08 0.05 12.81 Max. Mz 8 668.64 -12.66 -0.05 Max. Torsion 11 1.20 -10.98 -6.44 Min. Vert 55 7.93 3.95 -2.28 Min. Hx 8 13.85 -12.66 -0.05 Min. Hz 14 13.85 -0.05 -12.81 Min. Mx 14 -675.15 -0.05 -12.81 Min. Mz 20 -666.39 12.66 0.05 Min. Torsion 23 -1.20 10.98 6.44 Tower Mast Reaction Summary June 18, 2025 59 Ft Monopole Tower Structural Analysis CCI BU No 845404 Project Number 42285-845404-2399694-01-STR, Order 705457, Revision 0 Page 16 tnxTower Report - version 8.3.0.5 Load Combination Vertical K Shearx K Shearz K Overturning Moment, Mx kip-ft Overturning Moment, Mz kip-ft Torque kip-ft Dead Only 11.54 0.00 0.00 -0.79 -0.93 -0.00 1.2 Dead+1.0 Wind 0 deg - No Ice 13.85 -0.05 -12.81 -677.08 1.54 0.53 0.9 Dead+1.0 Wind 0 deg - No Ice 10.39 -0.05 -12.81 -672.69 1.82 0.53 1.2 Dead+1.0 Wind 30 deg - No Ice 13.85 6.29 -11.07 -585.17 -332.57 -0.08 0.9 Dead+1.0 Wind 30 deg - No Ice 10.39 6.29 -11.07 -581.34 -330.25 -0.08 1.2 Dead+1.0 Wind 60 deg - No Ice 13.85 10.94 -6.36 -336.71 -577.88 -0.67 0.9 Dead+1.0 Wind 60 deg - No Ice 10.39 10.94 -6.36 -334.41 -574.06 -0.67 1.2 Dead+1.0 Wind 90 deg - No Ice 13.85 12.66 0.05 1.71 -668.64 -1.08 0.9 Dead+1.0 Wind 90 deg - No Ice 10.39 12.66 0.05 1.94 -664.27 -1.08 1.2 Dead+1.0 Wind 120 deg - No Ice 13.85 10.98 6.44 339.41 -580.55 -1.20 0.9 Dead+1.0 Wind 120 deg - No Ice 10.39 10.98 6.44 337.57 -576.71 -1.20 1.2 Dead+1.0 Wind 150 deg - No Ice 13.85 6.37 11.11 585.90 -337.20 -0.99 0.9 Dead+1.0 Wind 150 deg - No Ice 10.39 6.37 11.11 582.56 -334.85 -1.00 1.2 Dead+1.0 Wind 180 deg - No Ice 13.85 0.05 12.81 675.15 -3.80 -0.53 0.9 Dead+1.0 Wind 180 deg - No Ice 10.39 0.05 12.81 671.26 -3.49 -0.53 1.2 Dead+1.0 Wind 210 deg - No Ice 13.85 -6.29 11.07 583.23 330.31 0.08 0.9 Dead+1.0 Wind 210 deg - No Ice 10.39 -6.29 11.07 579.91 328.58 0.08 1.2 Dead+1.0 Wind 240 deg - No Ice 13.85 -10.94 6.36 334.78 575.62 0.67 0.9 Dead+1.0 Wind 240 deg - No Ice 10.39 -10.94 6.36 332.98 572.38 0.67 1.2 Dead+1.0 Wind 270 deg - No Ice 13.85 -12.66 -0.05 -3.64 666.39 1.08 0.9 Dead+1.0 Wind 270 deg - No Ice 10.39 -12.66 -0.05 -3.37 662.59 1.08 1.2 Dead+1.0 Wind 300 deg - No Ice 13.85 -10.98 -6.44 -341.34 578.29 1.20 0.9 Dead+1.0 Wind 300 deg - No Ice 10.39 -10.98 -6.44 -339.01 575.03 1.20 1.2 Dead+1.0 Wind 330 deg - No Ice 13.85 -6.37 -11.11 -587.84 334.94 1.00 0.9 Dead+1.0 Wind 330 deg - No Ice 10.39 -6.37 -11.11 -583.99 333.17 1.00 Dead+Wind 0 deg - Service 11.54 -0.02 -4.81 -253.90 0.06 0.20 Dead+Wind 30 deg - Service 11.54 2.36 -4.16 -219.49 -125.01 -0.03 Dead+Wind 60 deg - Service 11.54 4.11 -2.39 -126.48 -216.83 -0.25 Dead+Wind 90 deg - Service 11.54 4.76 0.02 0.20 -250.81 -0.41 Dead+Wind 120 deg - Service 11.54 4.13 2.42 126.61 -217.83 -0.45 Dead+Wind 150 deg - Service 11.54 2.39 4.18 218.88 -126.74 -0.38 Dead+Wind 180 deg - Service 11.54 0.02 4.81 252.29 -1.94 -0.20 Dead+Wind 210 deg - Service 11.54 -2.36 4.16 217.88 123.13 0.03 Dead+Wind 240 deg - Service 11.54 -4.11 2.39 124.88 214.96 0.25 Dead+Wind 270 deg - Service 11.54 -4.76 -0.02 -1.80 248.94 0.41 Dead+Wind 300 deg - Service 11.54 -4.13 -2.42 -128.22 215.96 0.45 Dead+Wind 330 deg - 11.54 -2.39 -4.18 -220.49 124.87 0.38 June 18, 2025 59 Ft Monopole Tower Structural Analysis CCI BU No 845404 Project Number 42285-845404-2399694-01-STR, Order 705457, Revision 0 Page 17 tnxTower Report - version 8.3.0.5 Load Combination Vertical K Shearx K Shearz K Overturning Moment, Mx kip-ft Overturning Moment, Mz kip-ft Torque kip-ft Service 1.2 Dead+1.0 Ev+1.0 Eh 0 deg 16.31 0.00 -4.56 -246.39 -1.14 -0.01 0.9 Dead-1.0 Ev+1.0 Eh 0 deg 7.93 0.00 -4.56 -242.52 -0.83 -0.01 1.2 Dead+1.0 Ev+1.0 Eh 30 deg 16.31 2.28 -3.95 -213.51 -123.85 -0.00 0.9 Dead-1.0 Ev+1.0 Eh 30 deg 7.93 2.28 -3.95 -210.12 -121.74 -0.00 1.2 Dead+1.0 Ev+1.0 Eh 60 deg 16.31 3.95 -2.28 -123.68 -213.67 0.00 0.9 Dead-1.0 Ev+1.0 Eh 60 deg 7.93 3.95 -2.28 -121.62 -210.24 0.00 1.2 Dead+1.0 Ev+1.0 Eh 90 deg 16.31 4.56 0.00 -0.98 -246.55 0.01 0.9 Dead-1.0 Ev+1.0 Eh 90 deg 7.93 4.56 0.00 -0.71 -242.64 0.01 1.2 Dead+1.0 Ev+1.0 Eh 120 deg 16.31 3.95 2.28 121.73 -213.67 0.01 0.9 Dead-1.0 Ev+1.0 Eh 120 deg 7.93 3.95 2.28 120.19 -210.24 0.01 1.2 Dead+1.0 Ev+1.0 Eh 150 deg 16.31 2.28 3.95 211.55 -123.85 0.01 0.9 Dead-1.0 Ev+1.0 Eh 150 deg 7.93 2.28 3.95 208.69 -121.74 0.01 1.2 Dead+1.0 Ev+1.0 Eh 180 deg 16.31 0.00 4.56 244.43 -1.14 0.01 0.9 Dead-1.0 Ev+1.0 Eh 180 deg 7.93 0.00 4.56 241.09 -0.83 0.01 1.2 Dead+1.0 Ev+1.0 Eh 210 deg 16.31 -2.28 3.95 211.55 121.57 0.00 0.9 Dead-1.0 Ev+1.0 Eh 210 deg 7.93 -2.28 3.95 208.69 120.07 0.00 1.2 Dead+1.0 Ev+1.0 Eh 240 deg 16.31 -3.95 2.28 121.73 211.39 -0.00 0.9 Dead-1.0 Ev+1.0 Eh 240 deg 7.93 -3.95 2.28 120.19 208.58 -0.00 1.2 Dead+1.0 Ev+1.0 Eh 270 deg 16.31 -4.56 0.00 -0.98 244.27 -0.01 0.9 Dead-1.0 Ev+1.0 Eh 270 deg 7.93 -4.56 0.00 -0.71 240.97 -0.01 1.2 Dead+1.0 Ev+1.0 Eh 300 deg 16.31 -3.95 -2.28 -123.68 211.39 -0.01 0.9 Dead-1.0 Ev+1.0 Eh 300 deg 7.93 -3.95 -2.28 -121.62 208.58 -0.01 1.2 Dead+1.0 Ev+1.0 Eh 330 deg 16.31 -2.28 -3.95 -213.51 121.57 -0.01 0.9 Dead-1.0 Ev+1.0 Eh 330 deg 7.93 -2.28 -3.95 -210.12 120.07 -0.01 Solution Summary Load Comb. Sum of Applied Forces Sum of Reactions % Error PX K PY K PZ K PX K PY K PZ K 1 0.00 -11.54 0.00 0.00 11.54 0.00 0.000% 2 -0.05 -13.85 -12.81 0.05 13.85 12.81 0.000% 3 -0.05 -10.39 -12.81 0.05 10.39 12.81 0.000% 4 6.29 -13.85 -11.07 -6.29 13.85 11.07 0.000% 5 6.29 -10.39 -11.07 -6.29 10.39 11.07 0.000% 6 10.94 -13.85 -6.36 -10.94 13.85 6.36 0.000% 7 10.94 -10.39 -6.36 -10.94 10.39 6.36 0.000% 8 12.66 -13.85 0.05 -12.66 13.85 -0.05 0.000% 9 12.66 -10.39 0.05 -12.66 10.39 -0.05 0.000% 10 10.98 -13.85 6.44 -10.98 13.85 -6.44 0.000% 11 10.98 -10.39 6.44 -10.98 10.39 -6.44 0.000% June 18, 2025 59 Ft Monopole Tower Structural Analysis CCI BU No 845404 Project Number 42285-845404-2399694-01-STR, Order 705457, Revision 0 Page 18 tnxTower Report - version 8.3.0.5 Load Comb. Sum of Applied Forces Sum of Reactions % Error PX K PY K PZ K PX K PY K PZ K 12 6.37 -13.85 11.11 -6.37 13.85 -11.11 0.000% 13 6.37 -10.39 11.11 -6.37 10.39 -11.11 0.000% 14 0.05 -13.85 12.81 -0.05 13.85 -12.81 0.000% 15 0.05 -10.39 12.81 -0.05 10.39 -12.81 0.000% 16 -6.29 -13.85 11.07 6.29 13.85 -11.07 0.000% 17 -6.29 -10.39 11.07 6.29 10.39 -11.07 0.000% 18 -10.94 -13.85 6.36 10.94 13.85 -6.36 0.000% 19 -10.94 -10.39 6.36 10.94 10.39 -6.36 0.000% 20 -12.66 -13.85 -0.05 12.66 13.85 0.05 0.000% 21 -12.66 -10.39 -0.05 12.66 10.39 0.05 0.000% 22 -10.98 -13.85 -6.44 10.98 13.85 6.44 0.000% 23 -10.98 -10.39 -6.44 10.98 10.39 6.44 0.000% 24 -6.37 -13.85 -11.11 6.37 13.85 11.11 0.000% 25 -6.37 -10.39 -11.11 6.37 10.39 11.11 0.000% 26 -0.02 -11.54 -4.81 0.02 11.54 4.81 0.000% 27 2.36 -11.54 -4.16 -2.36 11.54 4.16 0.000% 28 4.11 -11.54 -2.39 -4.11 11.54 2.39 0.000% 29 4.76 -11.54 0.02 -4.76 11.54 -0.02 0.000% 30 4.13 -11.54 2.42 -4.13 11.54 -2.42 0.000% 31 2.39 -11.54 4.18 -2.39 11.54 -4.18 0.000% 32 0.02 -11.54 4.81 -0.02 11.54 -4.81 0.000% 33 -2.36 -11.54 4.16 2.36 11.54 -4.16 0.000% 34 -4.11 -11.54 2.39 4.11 11.54 -2.39 0.000% 35 -4.76 -11.54 -0.02 4.76 11.54 0.02 0.000% 36 -4.13 -11.54 -2.42 4.13 11.54 2.42 0.000% 37 -2.39 -11.54 -4.18 2.39 11.54 4.18 0.000% 38 0.00 -16.31 -4.56 0.00 16.31 4.56 0.000% 39 0.00 -7.93 -4.56 0.00 7.93 4.56 0.000% 40 2.28 -16.31 -3.95 -2.28 16.31 3.95 0.000% 41 2.28 -7.93 -3.95 -2.28 7.93 3.95 0.000% 42 3.95 -16.31 -2.28 -3.95 16.31 2.28 0.000% 43 3.95 -7.93 -2.28 -3.95 7.93 2.28 0.000% 44 4.56 -16.31 0.00 -4.56 16.31 0.00 0.000% 45 4.56 -7.93 0.00 -4.56 7.93 0.00 0.000% 46 3.95 -16.31 2.28 -3.95 16.31 -2.28 0.000% 47 3.95 -7.93 2.28 -3.95 7.93 -2.28 0.000% 48 2.28 -16.31 3.95 -2.28 16.31 -3.95 0.000% 49 2.28 -7.93 3.95 -2.28 7.93 -3.95 0.000% 50 0.00 -16.31 4.56 0.00 16.31 -4.56 0.000% 51 0.00 -7.93 4.56 0.00 7.93 -4.56 0.000% 52 -2.28 -16.31 3.95 2.28 16.31 -3.95 0.000% 53 -2.28 -7.93 3.95 2.28 7.93 -3.95 0.000% 54 -3.95 -16.31 2.28 3.95 16.31 -2.28 0.000% 55 -3.95 -7.93 2.28 3.95 7.93 -2.28 0.000% 56 -4.56 -16.31 0.00 4.56 16.31 0.00 0.000% 57 -4.56 -7.93 0.00 4.56 7.93 0.00 0.000% 58 -3.95 -16.31 -2.28 3.95 16.31 2.28 0.000% 59 -3.95 -7.93 -2.28 3.95 7.93 2.28 0.000% 60 -2.28 -16.31 -3.95 2.28 16.31 3.95 0.000% 61 -2.28 -7.93 -3.95 2.28 7.93 3.95 0.000% Non-Linear Convergence Results Load Combination Converged? Number of Cycles Displacement Tolerance Force Tolerance 1 Yes 4 0.00000001 0.00000001 2 Yes 4 0.00000001 0.00010199 3 Yes 4 0.00000001 0.00006271 4 Yes 4 0.00000001 0.00089916 5 Yes 4 0.00000001 0.00054163 6 Yes 4 0.00000001 0.00097654 7 Yes 4 0.00000001 0.00059118 8 Yes 4 0.00000001 0.00020510 9 Yes 4 0.00000001 0.00012727 10 Yes 4 0.00000001 0.00082500 June 18, 2025 59 Ft Monopole Tower Structural Analysis CCI BU No 845404 Project Number 42285-845404-2399694-01-STR, Order 705457, Revision 0 Page 19 tnxTower Report - version 8.3.0.5 11 Yes 4 0.00000001 0.00049700 12 Yes 5 0.00000001 0.00002954 13 Yes 4 0.00000001 0.00062465 14 Yes 4 0.00000001 0.00011849 15 Yes 4 0.00000001 0.00007298 16 Yes 4 0.00000001 0.00089335 17 Yes 4 0.00000001 0.00054192 18 Yes 4 0.00000001 0.00082689 19 Yes 4 0.00000001 0.00050092 20 Yes 4 0.00000001 0.00022104 21 Yes 4 0.00000001 0.00013728 22 Yes 5 0.00000001 0.00003010 23 Yes 4 0.00000001 0.00063692 24 Yes 4 0.00000001 0.00083184 25 Yes 4 0.00000001 0.00050067 26 Yes 4 0.00000001 0.00001958 27 Yes 4 0.00000001 0.00005967 28 Yes 4 0.00000001 0.00007294 29 Yes 4 0.00000001 0.00003565 30 Yes 4 0.00000001 0.00005413 31 Yes 4 0.00000001 0.00008055 32 Yes 4 0.00000001 0.00002029 33 Yes 4 0.00000001 0.00005869 34 Yes 4 0.00000001 0.00005096 35 Yes 4 0.00000001 0.00003615 36 Yes 4 0.00000001 0.00008423 37 Yes 4 0.00000001 0.00005263 38 Yes 4 0.00000001 0.00001834 39 Yes 4 0.00000001 0.00000001 40 Yes 4 0.00000001 0.00008539 41 Yes 4 0.00000001 0.00003333 42 Yes 4 0.00000001 0.00008554 43 Yes 4 0.00000001 0.00003338 44 Yes 4 0.00000001 0.00001836 45 Yes 4 0.00000001 0.00000001 46 Yes 4 0.00000001 0.00008347 47 Yes 4 0.00000001 0.00003277 48 Yes 4 0.00000001 0.00008243 49 Yes 4 0.00000001 0.00003241 50 Yes 4 0.00000001 0.00001808 51 Yes 4 0.00000001 0.00000001 52 Yes 4 0.00000001 0.00008011 53 Yes 4 0.00000001 0.00003172 54 Yes 4 0.00000001 0.00007996 55 Yes 4 0.00000001 0.00003167 56 Yes 4 0.00000001 0.00001806 57 Yes 4 0.00000001 0.00000001 58 Yes 4 0.00000001 0.00008203 59 Yes 4 0.00000001 0.00003228 60 Yes 4 0.00000001 0.00008308 61 Yes 4 0.00000001 0.00003265 Maximum Tower Deflections - Service Wind Section No. Elevation ft Horz. Deflection in Gov. Load Comb. Tilt ° Twist ° L1 59 - 19.9167 8.390 26 1.1562 0.0074 L2 24 - 0 1.489 26 0.5524 0.0016 Critical Deflections and Radius of Curvature - Service Wind June 18, 2025 59 Ft Monopole Tower Structural Analysis CCI BU No 845404 Project Number 42285-845404-2399694-01-STR, Order 705457, Revision 0 Page 20 tnxTower Report - version 8.3.0.5 Elevation ft Appurtenance Gov. Load Comb. Deflection in Tilt ° Twist ° Radius of Curvature ft 57.00 AIR 6419 B77G_2024 w/ Mount Pipe 26 7.916 1.1251 0.0070 12232 56.00 Palm Frond 26 7.679 1.1096 0.0068 12232 54.46 CCISeismic Tower Section 1 - 1 26 7.316 1.0855 0.0065 12232 53.00 CCISeismic commscope PWRT- 606-S(7/8) From 0 to 57 (49ft to57ft) 26 6.974 1.0627 0.0063 10194 52.50 CCISeismic (12) andrew LDF5- 50A(7/8) From 0 to 56 (49ft to56ft) 26 6.857 1.0548 0.0062 9409 44.92 CCISeismic Tower Section 1 - 2 26 5.140 0.9334 0.0047 4343 44.00 CCISeismic (12) andrew LDF5- 50A(7/8) From 0 to 56 (39ft to49ft) 26 4.942 0.9184 0.0046 4077 34.92 CCISeismic Tower Section 1 - 3 26 3.133 0.7624 0.0031 2539 34.00 CCISeismic (12) andrew LDF5- 50A(7/8) From 0 to 56 (29ft to39ft) 26 2.970 0.7458 0.0029 2446 24.92 CCISeismic Tower Section 1 - 4 26 1.599 0.5712 0.0017 1854 24.00 CCISeismic (12) andrew LDF5- 50A(7/8) From 0 to 56 (19ft to29ft) 26 1.489 0.5524 0.0016 1855 22.00 CCISeismic Tower Section 2 - 1 26 1.268 0.5105 0.0014 1932 15.00 CCISeismic Tower Section 2 - 2 26 0.679 0.3559 0.0008 2795 14.00 CCISeismic (12) andrew LDF5- 50A(7/8) From 0 to 56 (9ft to19ft) 26 0.615 0.3330 0.0008 2994 5.00 CCISeismic Tower Section 2 - 3 26 0.179 0.1207 0.0002 8383 4.50 CCISeismic (12) andrew LDF5- 50A(7/8) From 0 to 56 (0ft to9ft) 26 0.160 0.1087 0.0002 8383 Maximum Tower Deflections - Design Wind Section No. Elevation ft Horz. Deflection in Gov. Load Comb. Tilt ° Twist ° L1 59 - 19.9167 22.354 2 3.0770 0.0198 L2 24 - 0 3.971 2 1.4732 0.0043 Critical Deflections and Radius of Curvature - Design Wind Elevation ft Appurtenance Gov. Load Comb. Deflection in Tilt ° Twist ° Radius of Curvature ft 57.00 AIR 6419 B77G_2024 w/ Mount Pipe 2 21.091 2.9946 0.0187 4611 56.00 Palm Frond 2 20.461 2.9533 0.0182 4611 54.46 CCISeismic Tower Section 1 - 1 2 19.492 2.8895 0.0174 4611 53.00 CCISeismic commscope PWRT- 606-S(7/8) From 0 to 57 (49ft to57ft) 2 18.581 2.8290 0.0167 3842 52.50 CCISeismic (12) andrew LDF5- 50A(7/8) From 0 to 56 (49ft to56ft) 2 18.270 2.8081 0.0164 3546 44.92 CCISeismic Tower Section 1 - 2 2 13.698 2.4862 0.0126 1636 44.00 CCISeismic (12) andrew LDF5- 50A(7/8) From 0 to 56 (39ft to49ft) 2 13.169 2.4462 0.0122 1536 34.92 CCISeismic Tower Section 1 - 3 2 8.352 2.0320 0.0082 956 34.00 CCISeismic (12) andrew LDF5- 50A(7/8) From 0 to 56 (29ft to39ft) 2 7.917 1.9880 0.0078 921 June 18, 2025 59 Ft Monopole Tower Structural Analysis CCI BU No 845404 Project Number 42285-845404-2399694-01-STR, Order 705457, Revision 0 Page 21 tnxTower Report - version 8.3.0.5 Elevation ft Appurtenance Gov. Load Comb. Deflection in Tilt ° Twist ° Radius of Curvature ft 24.92 CCISeismic Tower Section 1 - 4 2 4.265 1.5234 0.0046 697 24.00 CCISeismic (12) andrew LDF5- 50A(7/8) From 0 to 56 (19ft to29ft) 2 3.971 1.4732 0.0043 698 22.00 CCISeismic Tower Section 2 - 1 2 3.383 1.3616 0.0038 726 15.00 CCISeismic Tower Section 2 - 2 2 1.813 0.9497 0.0022 1050 14.00 CCISeismic (12) andrew LDF5- 50A(7/8) From 0 to 56 (9ft to19ft) 2 1.641 0.8886 0.0020 1125 5.00 CCISeismic Tower Section 2 - 3 24 0.477 0.3221 0.0006 3149 4.50 CCISeismic (12) andrew LDF5- 50A(7/8) From 0 to 56 (0ft to9ft) 24 0.427 0.2900 0.0006 3149 Compression Checks Pole Design Data Section No. Elevation ft Size L ft Lu ft Kl/r A in2 Pu K Pn K Ratio Pu Pn L1 59 - 19.9167 (1) TP24.382x16.562x0.2813 39.08 0.00 0.0 21.086 3 -10.18 1233.55 0.008 L2 19.9167 - 0 (2) TP27.8x23.0025x0.3438 24.00 0.00 0.0 30.390 6 -13.84 1777.85 0.008 Pole Bending Design Data Section No. Elevation ft Size Mux kip-ft Mnx kip-ft Ratio Mux Mnx Muy kip-ft Mny kip-ft Ratio Muy Mny L1 59 - 19.9167 (1) TP24.382x16.562x0.2813 376.55 732.33 0.514 0.00 732.33 0.000 L2 19.9167 - 0 (2) TP27.8x23.0025x0.3438 677.08 1247.33 0.543 0.00 1247.33 0.000 Pole Shear Design Data Section No. Elevation ft Size Actual Vu K Vn K Ratio Vu Vn Actual Tu kip-ft Tn kip-ft Ratio Tu Tn L1 59 - 19.9167 (1) TP24.382x16.562x0.2813 12.20 370.06 0.033 0.53 757.93 0.001 L2 19.9167 - 0 (2) TP27.8x23.0025x0.3438 12.82 533.36 0.024 0.53 1288.12 0.000 Pole Interaction Design Data June 18, 2025 59 Ft Monopole Tower Structural Analysis CCI BU No 845404 Project Number 42285-845404-2399694-01-STR, Order 705457, Revision 0 Page 22 tnxTower Report - version 8.3.0.5 Section No. Elevation ft Ratio Pu Pn Ratio Mux Mnx Ratio Muy Mny Ratio Vu Vn Ratio Tu Tn Comb. Stress Ratio Allow. Stress Ratio Criteria L1 59 - 19.9167 (1) 0.008 0.514 0.000 0.033 0.001 0.524 1.050 L2 19.9167 - 0 (2) 0.008 0.543 0.000 0.024 0.000 0.551 1.050 Section Capacity Table Section No. Elevation ft Component Type Size Critical Element P K øPallow K % Capacity Pass Fail L1 59 - 19.9167 Pole TP24.382x16.562x0.2813 1 -10.18 1295.23 49.9 Pass L2 19.9167 - 0 Pole TP27.8x23.0025x0.3438 2 -13.84 1866.74 52.5 Pass Summary Pole (L2) 52.5 Pass RATING = 52.5 Pass June 18, 2025 59 Ft Monopole Tower Structural Analysis CCI BU No 845404 Project Number 42285-845404-2399694-01-STR, Order 705457, Revision 0 Page 23 tnxTower Report - version 8.3.0.5 APPENDIX B BASE LEVEL DRAWING CITY OF SANTA ANA Planning and Building Agency Approved FOR PERMIT ISSUANCE Master ID: Date: PROPOSED EQUIPMENT CONFIGURATION) 2 3/8' TO 58 FT LEVEL 1 1/2' TO 56 FT LEVEL 4 13/18' TO 56 FT LEVEL 12) 7/8' TO 56 FT LEVEL 1) 3/8' TO 57 FT 3 13/16' TO 57 F 1 7/e' 157 FT June 18, 2025 59 Ft Monopole Tower Structural Analysis CCI BU No 845404 Project Number 42285-845404-2399694-01-STR, Order 705457, Revision 0 Page 24 tnxTower Report - version 8.3.0.5 APPENDIX C ADDITIONAL CALCULATIONS Monopole Base Plate Connection *TIA-222-H Section 15.5 Applied #VALUE! Anchor Rod Data Anchor Rod Summary (units of kips, kip-in) (8) 2-1/4" ø bolts (A615-75 N; Fy=75 ksi, Fu=100 ksi) on 35.49" BC Pu_t = 112.55 φPn_t = 243.75 Stress Rating Vu = 1.6 φVn = 149.1 44.0% Base Plate Data Mu = n/a φMn = n/a Pass 41.49" OD x 2.25" Plate (A633 Gr. E; Fy=60 ksi, Fu=70 ksi) Base Plate Summary Stiffener Data Max Stress (ksi):19.17 (Flexural) N/A Allowable Stress (ksi):54 Stress Rating:33.8%Pass Pole Data 27.8" x 0.34375" 12-sided pole (A572-65; Fy=65 ksi, Fu=80 ksi) 13.84 12.82 Adjusted Pole Reactions BU # 845404 Applied Loads Site Name 22 FWY GLASSELL 3B2 Order # 705457 Rev.0 Analysis Considerations Site Info TIA-222 Revision H Grout Considered:Yes Analysis ResultsConnection Properties Iar (in) 0 Moment (kip-ft) 677.08 Axial Force (kips) 13.84 Shear Force (kips) 12.82 Moment (kip-ft) Axial Force (kips) Shear Force (kips) 0.00 Show image? Plate Dia. Shaft Dia. Pole Shape Plate Type: Plate Geometry: Plate Quantity Plate Dia. 2 Shaft Dia. 2 Analysis Date: 6/18/2025CCIplate - Version 5.1.1 Monopole Base Plate Connection - Seismic *TIA-222-H Section 15.5 Applied *1.5 Overstrength Factor Applied #VALUE! Anchor Rod Data Anchor Rod Summary (units of kips, kip-in) (8) 2-1/4" ø bolts (A615-75 N; Fy=75 ksi, Fu=100 ksi) on 35.49" BC Pu_t = 60.47 φPn_t = 243.75 Stress Rating Vu = 0.86 φVn = 149.1 23.6% Base Plate Data Mu = n/a φMn = n/a Pass 41.49" OD x 2.25" Plate (A633 Gr. E; Fy=60 ksi, Fu=70 ksi) Stiffener Data N/A Pole Data 27.8" x 0.34375" 12-sided pole (A572-65; Fy=65 ksi, Fu=80 ksi) Analysis Results Axial Force (kips) 16.31 Shear Force (kips) 4.56 Adjusted Pole Reactions Moment (kip-ft) 0.00 Axial Force (kips) 16.31 Shear Force (kips) 4.56 Connection Properties Moment (kip-ft) 246.88 Order # 705457 Rev.0 Analysis Considerations TIA-222 Revision H Grout Considered:Yes Iar (in) 0 Applied Loads Site Info BU # 845404 Site Name 22 FWY GLASSELL 3B2 Show image? Plate Dia. Shaft Dia. Pole Shape Plate Type: Plate Geometry: Plate Quantity Plate Dia. 2 Shaft Dia. 2 Analysis Date: 6/18/2025CCIplate - Version 5.1.1 Report File: TIA-222 Revison: Tower Type:Check Pier Capacity only at location of Max Moment?No Location: Soil Lateral Check Compression Uplift Comp.Uplift 11.59 - 677.08 22.30 - 13.85 783.53 - 12.81 5.7%- Soil Vertical Check Compression Uplift Go to Soil Calculations 372.57 - 3 ksi 97.19 - 60 ksi 129.00 - 40 ksi 469.77 - 142.85 - 29.0%- 35.5 ft Reinforced Concrete Flexure Compression Uplift 1 ft 11.86 - 783.43 - 2103.27 - 5 ft 35.5%- 27 24 Reinforced Concrete Shear Compression Uplift 8 33.53 - 3 in 23.05 - 4 335.88 - in 6.5%- Shear-Friction Methodology is Applied in *Rating per TIA-222-H Section 15.5 N/A # of Layers 6 121 FALSE 1 0 2.5 2.5 120 150 0 0 0.000 0.000 0.00 0.00 FALSE 2 2.5 6 3.5 120 150 0 32 0.000 0.000 0.00 0.00 FALSE 3 6 10 4 105 150 0 30 0.000 0.000 0.64 0.64 FALSE 4 10 25 15 115 150 0 31 0.000 0.000 1.08 1.08 FALSE 5 25 35 10 110 150 0 30 0.000 0.000 1.22 1.22 FALSE 6 35 35.5 0.5 110 150 0 30 0.000 0.000 1.33 1.33 6.6 Cohesionless Cohesionless Cohesionless Cohesionless Cohesionless Soil Profile Groundwater Depth SPT Blow Count Ult. Gross Bearing Capacity (ksf) Ultimate Skin Friction Uplift Override (ksf) Ultimate Skin Friction Comp Override (ksf) Calculated Ultimate Skin Friction Uplift (ksf) Calculated Ultimate Skin Friction Comp (ksf) Angle of Friction (degrees) γconcrete (pcf) γsoil (pcf) Cohesion (ksf)Bottom (ft)Thickness (ft)Layer Soil TypeTop (ft) Cohesionless Rebar Quantity Structural Foundation Rating*Rebar Size 35.5% Rebar Cage Diameter Soil Interaction Rating*29.0% Rebar 2, Fy Override (ksi) Rebar 3, Fy Override (ksi) Material Properties Skin Friction (kips) Concrete Strength, f'c:End Bearing (kips) Rebar Strength, Fy:Weight of Concrete (kips) Tie Yield Strength, Fyt:Total Capacity (kips) Axial (kips) Pier Design Data Rating* Depth Ext. Above Grade Critical Depth (ft from TOC) Critical Moment (kip-ft)Pier Section 1 From 1' above grade to 35.5' below grade Critical Moment Capacity Pier Diameter Rating* Rebar Quantity Rebar Size Critical Depth (ft from TOC) Clear Cover to Ties Critical Shear (kip) Critical Shear CapacityTie Size Rating*Tie Spacing Drilled Pier Foundation BU # :845404 C:\Users\yamini.rajakumar\Telamon Dropbox\Yamini Rajakumar\42285 - Crown Structural Engineering\845404 - 22 FWY GLASSELL 3B2\WO 2399694 - SA\01 - STR\_QA\20250618_APP705457_845404 CCISeismic 5.0.2 Wind And Seismic Analysis.eri.XMLOUT.xml22 FWY GLASSELL 3B2Site Name: 705457 Rev.0Order Number: H Shear Force (kips)Rating* Utilize Shear-Friction Methodology: Check Limitation Override Critical Depth: Check Shear along Depth of Pier: N/A Design Options Input Effective Depths (else Actual): Apply TIA-222-H Section 15.5:Monopole Monopole Analysis Results Applied Loads Dv=0 (ft from TOC) Soil Safety FactorMoment (kip-ft) Max Moment (kip-ft)Axial Force (kips) Consider non-tapered moment capacity: Rebar & Pier Options Embedded Pole Inputs Belled Pier Inputs Version 6.4.6 BU:845404 Structure:A WO:2399694 Order:705457 Rev:0 Decimal Degrees Deg Min Sec ###Lat:33.774861 +33 46 29.50 ###Long:-117.852111 -117 51 7.60 Seismic Design Code:TIA-222-H-1 ###Site Soil:D (Default)Default Risk Category:II ###USGS Seismic Reference SS:1.3340 g ###S1:0.4750 g TL:8 s 1 Importance Factor, Ie:1 Acceleration-based site coefficient, Fa:1.2000 Velocity-based site coefficient, Fv:1.8250 Design spectral response acceleration short period, SDS:1.0672 g Design spectral response acceleration 1 s period, SD1:0.5779 g Ts:0.5415 s Seismic Design Category Based on SDS:D Seismic Design Category Based on SD1:D Seismic Design Category Based on S1:N/A Controlling Seismic Design Category:D Location Code and Site Parameters Seismic Design Category Determination CCISeismic 5.0.2 Page 1 Analysis Date: 6/18/2025 BU:845404 Structure:A WO:2399694 Order:705457 Rev:0 Tower Type:Tapered Monopole Height, h:59 ft ###Effective Seismic Weight, W:11.54 kips Amplification Factor, As:1.0 2.7.8.1 ###Response Modification Factor, R:1.5 ###1.461894829 Discrete Appurtenance Weight in Top 1/3 of Structure, Wu:6.310252 kips WL:5.226759607 kips E:29000.0 ksi g:386.088 in/s2 Average Moment of Inertia, Iavg:1472.346321 in4 Fa:0.684043736 hz Approximate Fundamental Period Monopole, Ta:1.4619 s 2.7.7.1.3.3 Seismic Response Coefficient, Cs 0.3953 Table 2-12 Note 3 N/A Seismic Response Coefficient Max 1, Csmax N/A Seismic Response Coefficient Max 2, Csmax N/A 0.0470 Seismic Response Coefficient Min 1, Csmin 0.0470 2.7.7.1.1 Seismic Response Coefficient Min 2, Csmin N/A 2.7.7.1.1 Controlling Seismic Response Coefficient, Csc 0.3953 Seismic Base Shear, V 4.561 kips 2.7.7.1.1 Period Related Exponent, k:1.481 Sum of wihi k 3197.14 ### Tower Details Seismic Base Shear Vertical Distribution Factors CCISeismic 5.0.2 Page 2 Analysis Date: 6/18/2025 Section Number Length Top Height Mid Height, hx Section Weight, wx wxhx k Cvx Fxh Fxv 1 - 1 9.08 59.00 54.46 0.4805 178.93 0.0560 0.2553 0.1026 1 - 2 10.00 49.92 44.92 0.5877 164.55 0.0515 0.2347 0.1254 1 - 3 10.00 39.92 34.92 0.6493 125.19 0.0392 0.1786 0.1386 1 - 4 10.00 29.92 24.92 0.7108 83.16 0.0260 0.1186 0.1517 2 - 1 4.00 24.00 22.00 0.3469 33.75 0.0106 0.0481 0.0740 2 - 2 10.00 20.00 15.00 0.9199 50.75 0.0159 0.0724 0.1963 2 - 3 10.00 10.00 5.00 0.9951 10.79 0.0034 0.0154 0.2124 Sum 4.6901 647.12 Tower Section Loads CCISeismic 5.0.2 Page 3 Analysis Date: 6/18/2025 Name hx wx wxhx k Cvx Fxh Fxv monopalm Palm Frond 56.00 1.4500 562.79 0.1760 0.8028 0.3095 ericsson AIR 6419 B77G_2024 w/ Mount Pipe 57.00 0.0773 30.78 0.0096 0.0439 0.0165 ericsson AIR 6419 B77G_2024 w/ Mount Pipe 57.00 0.0773 30.78 0.0096 0.0439 0.0165 ericsson AIR 6419 B77G_2024 w/ Mount Pipe 57.00 0.0773 30.78 0.0096 0.0439 0.0165 quintel technology QS8658-3 w/ Mount Pipe 57.00 0.1309 52.16 0.0163 0.0744 0.0279 quintel technology QS8658-3 w/ Mount Pipe 57.00 0.1309 52.16 0.0163 0.0744 0.0279 quintel technology QS8658-3 w/ Mount Pipe 57.00 0.1309 52.16 0.0163 0.0744 0.0279 ericsson RRUS 32 B30 57.00 0.0500 19.92 0.0062 0.0284 0.0107 ericsson RRUS 32 B30 57.00 0.0500 19.92 0.0062 0.0284 0.0107 ericsson RRUS 32 B30 57.00 0.0500 19.92 0.0062 0.0284 0.0107 ericsson RRUS 4478 B14 57.00 0.0600 23.91 0.0075 0.0341 0.0128 ericsson RRUS 4478 B14 57.00 0.0600 23.91 0.0075 0.0341 0.0128 ericsson RRUS 4478 B14 57.00 0.0600 23.91 0.0075 0.0341 0.0128 raycap DC6-48-60-18-8F_070710 57.00 0.0200 7.97 0.0025 0.0114 0.0043 raycap DC6-48-60-18-8F_070710 57.00 0.0200 7.97 0.0025 0.0114 0.0043 tower mounts Side Arm Mount [SO 101-3]57.00 0.2520 100.41 0.0314 0.1432 0.0538 (2) commscope NNH4-65C-R6-V3 w/ Mount Pipe 56.00 0.3172 123.12 0.0385 0.1756 0.0677 commscope NNH4-65C-R6-V3 w/ Mount Pipe 56.00 0.1586 61.56 0.0193 0.0878 0.0339 ericsson AIR 6449 B77D_CCIV3 56.00 0.0968 37.57 0.0118 0.0536 0.0207 ericsson AIR 6449 B77D_CCIV3 w/ Mount Pipe 56.00 0.1098 42.61 0.0133 0.0608 0.0234 ericsson AIR 6449 B77D_CCIV3 w/ Mount Pipe 56.00 0.1098 42.61 0.0133 0.0608 0.0234 gps GPS_A 56.00 0.0009 0.34 0.0001 0.0005 0.0002 quintel technology QD8612-7 w/ Mount Pipe 56.00 0.1599 62.06 0.0194 0.0885 0.0341 quintel technology QD8612-7 w/ Mount Pipe 56.00 0.1599 62.06 0.0194 0.0885 0.0341 quintel technology QD8612-7 w/ Mount Pipe 56.00 0.1599 62.06 0.0194 0.0885 0.0341 ericsson RRUS 4449 B5/B12 56.00 0.0700 27.17 0.0085 0.0388 0.0149 ericsson RRUS 4449 B5/B12 56.00 0.0700 27.17 0.0085 0.0388 0.0149 ericsson RRUS 4449 B5/B12 56.00 0.0700 27.17 0.0085 0.0388 0.0149 ericsson RRUS 8843 B2/B66A 56.00 0.0700 27.17 0.0085 0.0388 0.0149 ericsson RRUS 8843 B2/B66A 56.00 0.0700 27.17 0.0085 0.0388 0.0149 ericsson RRUS 8843 B2/B66A 56.00 0.0700 27.17 0.0085 0.0388 0.0149 raycap DC6-48-60-18-8F_070710 56.00 0.0200 7.76 0.0024 0.0111 0.0043 raycap DC9-48-60-24-8C-EV_220506 56.00 0.0200 7.76 0.0024 0.0111 0.0043 tower mounts T-Arm Mount [TA 901-3]56.00 0.7530 292.26 0.0914 0.4169 0.1607 tower mounts Side Arm Mount [SO 101-3]56.00 0.2520 97.81 0.0306 0.1395 0.0538 (2) tower mounts Site Pro 1 SFS-H 48" Horizontal Angle Stabilizer Kit 56.00 0.1320 51.23 0.0160 0.0731 0.0282 (2) tower mounts Site Pro 1 SFS-H 48" Horizontal Angle Stabilizer Kit 56.00 0.1320 51.23 0.0160 0.0731 0.0282 (2) tower mounts Site Pro 1 SFS-H 48" Horizontal Angle Stabilizer Kit 56.00 0.1320 51.23 0.0160 0.0731 0.0282 tower mounts 10' x 2.375" Horizontal Mount Pipe 56.00 0.0400 15.53 0.0049 0.0221 0.0085 tower mounts 10' x 2.375" Horizontal Mount Pipe 56.00 0.0400 15.53 0.0049 0.0221 0.0085 tower mounts 10' x 2.375" Horizontal Mount Pipe 56.00 0.0400 15.53 0.0049 0.0221 0.0085 (4) tower mounts 4' x 2" Pipe Mount 57.00 0.1200 47.81 0.0150 0.0682 0.0256 (4) tower mounts 4' x 2" Pipe Mount 57.00 0.1200 47.81 0.0150 0.0682 0.0256 (4) tower mounts 4' x 2" Pipe Mount 57.00 0.1200 47.81 0.0150 0.0682 0.0256 Sum 6.3103 2465.74 Discrete Loads CCISeismic 5.0.2 Page 4 Analysis Date: 6/18/2025 Name Start Height End Height hx wx wxhx k Cvx Fxh Fxv (12) andrew LDF5-50A(7/8) From 0 to 56 49.00 56.00 52.50 0.0277 9.78 0.0031 0.0139 0.0059 (12) andrew LDF5-50A(7/8) From 0 to 56 39.00 49.00 44.00 0.0396 10.75 0.0034 0.0153 0.0085 (12) andrew LDF5-50A(7/8) From 0 to 56 29.00 39.00 34.00 0.0396 7.34 0.0023 0.0105 0.0085 (12) andrew LDF5-50A(7/8) From 0 to 56 19.00 29.00 24.00 0.0396 4.38 0.0014 0.0063 0.0085 (12) andrew LDF5-50A(7/8) From 0 to 56 9.00 19.00 14.00 0.0396 1.97 0.0006 0.0028 0.0085 (12) andrew LDF5-50A(7/8) From 0 to 56 0.00 9.00 4.50 0.0356 0.33 0.0001 0.0005 0.0076 commscope LDF4-50A(1/2) From 0 to 56 49.00 56.00 52.50 0.0011 0.37 0.0001 0.0005 0.0002 commscope LDF4-50A(1/2) From 0 to 56 39.00 49.00 44.00 0.0015 0.41 0.0001 0.0006 0.0003 commscope LDF4-50A(1/2) From 0 to 56 29.00 39.00 34.00 0.0015 0.28 0.0001 0.0004 0.0003 commscope LDF4-50A(1/2) From 0 to 56 19.00 29.00 24.00 0.0015 0.17 0.0001 0.0002 0.0003 commscope LDF4-50A(1/2) From 0 to 56 9.00 19.00 14.00 0.0015 0.07 0.0000 0.0001 0.0003 commscope LDF4-50A(1/2) From 0 to 56 0.00 9.00 4.50 0.0014 0.01 0.0000 0.0000 0.0003 (4) commscope PWRT-608-S(13/16) From 0 to 56 49.00 56.00 52.50 0.0174 6.12 0.0019 0.0087 0.0037 (4) commscope PWRT-608-S(13/16) From 0 to 56 39.00 49.00 44.00 0.0248 6.73 0.0021 0.0096 0.0053 (4) commscope PWRT-608-S(13/16) From 0 to 56 29.00 39.00 34.00 0.0248 4.60 0.0014 0.0066 0.0053 (4) commscope PWRT-608-S(13/16) From 0 to 56 19.00 29.00 24.00 0.0248 2.74 0.0009 0.0039 0.0053 (4) commscope PWRT-608-S(13/16) From 0 to 56 9.00 19.00 14.00 0.0248 1.24 0.0004 0.0018 0.0053 (4) commscope PWRT-608-S(13/16) From 0 to 56 0.00 9.00 4.50 0.0223 0.21 0.0001 0.0003 0.0048 (2) rosenberger leoni FB-L98-002-XXX(3/8) From 0 to 56 49.00 56.00 52.50 0.0009 0.32 0.0001 0.0005 0.0002 (2) rosenberger leoni FB-L98-002-XXX(3/8) From 0 to 56 39.00 49.00 44.00 0.0013 0.35 0.0001 0.0005 0.0003 (2) rosenberger leoni FB-L98-002-XXX(3/8) From 0 to 56 29.00 39.00 34.00 0.0013 0.24 0.0001 0.0003 0.0003 (2) rosenberger leoni FB-L98-002-XXX(3/8) From 0 to 56 19.00 29.00 24.00 0.0013 0.14 0.0000 0.0002 0.0003 (2) rosenberger leoni FB-L98-002-XXX(3/8) From 0 to 56 9.00 19.00 14.00 0.0013 0.06 0.0000 0.0001 0.0003 (2) rosenberger leoni FB-L98-002-XXX(3/8) From 0 to 56 0.00 9.00 4.50 0.0012 0.01 0.0000 0.0000 0.0002 commscope PWRT-606-S(7/8) From 0 to 57 49.00 57.00 53.00 0.0071 2.55 0.0008 0.0036 0.0015 commscope PWRT-606-S(7/8) From 0 to 57 39.00 49.00 44.00 0.0089 2.42 0.0008 0.0034 0.0019 commscope PWRT-606-S(7/8) From 0 to 57 29.00 39.00 34.00 0.0089 1.65 0.0005 0.0024 0.0019 commscope PWRT-606-S(7/8) From 0 to 57 19.00 29.00 24.00 0.0089 0.98 0.0003 0.0014 0.0019 commscope PWRT-606-S(7/8) From 0 to 57 9.00 19.00 14.00 0.0089 0.44 0.0001 0.0006 0.0019 commscope PWRT-606-S(7/8) From 0 to 57 0.00 9.00 4.50 0.0080 0.07 0.0000 0.0001 0.0017 (3) commscope PWRT-608-S(13/16) From 0 to 57 49.00 57.00 53.00 0.0149 5.32 0.0017 0.0076 0.0032 (3) commscope PWRT-608-S(13/16) From 0 to 57 39.00 49.00 44.00 0.0186 5.05 0.0016 0.0072 0.0040 (3) commscope PWRT-608-S(13/16) From 0 to 57 29.00 39.00 34.00 0.0186 3.45 0.0011 0.0049 0.0040 (3) commscope PWRT-608-S(13/16) From 0 to 57 19.00 29.00 24.00 0.0186 2.06 0.0006 0.0029 0.0040 (3) commscope PWRT-608-S(13/16) From 0 to 57 9.00 19.00 14.00 0.0186 0.93 0.0003 0.0013 0.0040 (3) commscope PWRT-608-S(13/16) From 0 to 57 0.00 9.00 4.50 0.0167 0.16 0.0000 0.0002 0.0036 rosenberger leoni FB-L98-002-XXX(3/8) From 0 to 56 49.00 56.00 52.50 0.0005 0.16 0.0000 0.0002 0.0001 rosenberger leoni FB-L98-002-XXX(3/8) From 0 to 56 39.00 49.00 44.00 0.0006 0.18 0.0001 0.0002 0.0001 rosenberger leoni FB-L98-002-XXX(3/8) From 0 to 56 29.00 39.00 34.00 0.0006 0.12 0.0000 0.0002 0.0001 rosenberger leoni FB-L98-002-XXX(3/8) From 0 to 56 19.00 29.00 24.00 0.0006 0.07 0.0000 0.0001 0.0001 rosenberger leoni FB-L98-002-XXX(3/8) From 0 to 56 9.00 19.00 14.00 0.0006 0.03 0.0000 0.0000 0.0001 rosenberger leoni FB-L98-002-XXX(3/8) From 0 to 56 0.00 9.00 4.50 0.0006 0.01 0.0000 0.0000 0.0001 Sum 0.5366 84.28 Linear Loads CCISeismic 5.0.2 Page 5 Analysis Date: 6/18/2025 ASCE Hazards Report Address: No Address at This Location Standard:ASCE/SEI 7-16 Latitude:33.774861 Risk Category:II Longitude:-117.852111 Soil Class:D - Default (see Section 11.4.3) Elevation:185.21639898466736 ft (NAVD 88) Wind Results: Wind Speed 95 Vmph 10-year MRI 66 Vmph 25-year MRI 72 Vmph 50-year MRI 76 Vmph 100-year MRI 81 Vmph Data Source: ASCE/SEI 7-16, Fig. 26.5-1B and Figs. CC.2-1–CC.2-4, and Section 26.5.2 Date Accessed: Mon Jun 16 2025 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability = 0.00143, MRI = 700 years). Site is not in a hurricane-prone region as defined in ASCE/SEI 7-16 Section 26.2. Page 1 of 3https://ascehazardtool.org/Mon Jun 16 2025 SS : 1.334 S1 : 0.475 F a : 1.2 F v : N/A SMS : 1.601 SM1 : N/A SDS : 1.068 SD1 : N/A T L : 8 PGA : 0.56 PGA M : 0.672 F PGA : 1.2 Ie : 1 C v : 1.367 Seismic Site Soil Class: Results: Data Accessed: Date Source: D - Default (see Section 11.4.3) USGS Seismic Design Maps Ground motion hazard analysis may be required. See ASCE/SEI 7-16 Section 11.4.8. Mon Jun 16 2025 Page 2 of 3https://ascehazardtool.org/Mon Jun 16 2025 Ice Results: Data Source: Date Accessed: Ice Thickness: 0 in. Concurrent Temperature: 25 F Gust Speed 30 mph Standard ASCE/SEI 7-16, Figs. 10-2 through 10-8 Mon Jun 16 2025 Ice thicknesses on structures in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. Values provided are equivalent radial ice thicknesses due to freezing rain with concurrent 3-second gust speeds, for a 500-year mean recurrence interval, and temperatures concurrent with ice thicknesses due to freezing rain. Thicknesses for ice accretions caused by other sources shall be obtained from local meteorological studies. Ice thicknesses in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. The ASCE Hazard Tool is provided for your convenience, for informational purposes only, and is provided “as is” and without warranties of any kind. The location data included herein has been obtained from information developed, produced, and maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE standard. While ASCE has made every effort to use data obtained from reliable sources or methodologies, ASCE does not make any representations or warranties as to the accuracy, completeness, reliability, currency, or quality of any data provided herein. Any third-party links provided by this Tool should not be construed as an endorsement, affiliation, relationship, or sponsorship of such third-party content by or from ASCE. ASCE does not intend, nor should anyone interpret, the results provided by this Tool to replace the sound judgment of a competent professional, having knowledge and experience in the appropriate field(s) of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Tool or the ASCE standard. In using this Tool, you expressly assume all risks associated with your use. Under no circumstances shall ASCE or its officers, directors, employees, members, affiliates, or agents be liable to you or any other person for any direct, indirect, special, incidental, or consequential damages arising from or related to your use of, or reliance on, the Tool or any information obtained therein. To the fullest extent permitted by law, you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE Hazard Tool. Page 3 of 3https://ascehazardtool.org/Mon Jun 16 2025